JP6427837B2 - Seismic device - Google Patents

Description

  The present invention relates to an earthquake-resistant device that protects electric power equipment from earthquake motion.

Conventionally, an earthquake-resistant device is used as a device that suppresses a power device (for example, a transformer or the like) from being overturned by vibrations such as an earthquake (hereinafter referred to as “earthquake motion”) (see, for example, Patent Document 1). ).
In Patent Document 1, a cylindrical column having lower ends fixed to each of the four corners of one transformer and one end fixed to each column, an elastic material is used for voltage transformation. A transformer seismic reduction device (seismic device) having an absorber portion for supporting a corner portion of the vessel is disclosed.

JP 2013-211510 A

Incidentally, there are cases where a plurality of power devices are used in a state where a plurality of power devices are arranged in a predetermined direction.
FIG. 36 is a diagram for explaining problems in the case where the seismic reduction device (transformer seismic reduction device) disclosed in Patent Document 1 is applied in a state where two power devices are arranged in a predetermined direction. It is a typical top view. FIG. 36 illustrates a transformer as an example of the power devices 305 and 306.
In FIG. 36, as an example, the power devices 305 and 306 are spaced apart from each other by a predetermined interval (a “space” described later) so that the longitudinal direction of the power devices 305 and 306 matches the X direction (in other words, the predetermined direction) The case where 305 and 306 are arranged is illustrated as an example.

Here, with reference to FIG. 36, the configuration of the seismic reduction devices 301 and 302 will be described before the problems of the seismic reduction devices 301 and 302 (transformer seismic reduction devices) disclosed in Patent Document 1 are described. .
The seismic reduction device 301 includes a cylindrical column 308 disposed in the vicinity of the four corners of the power device 305 and an elastic material having one end supporting one corner of the power device 305 and disposed on the other end side. Is disposed in the support column 308, so that the other end side has four absorber portions 311 supported by the support column 308.

  The seismic reduction device 302 includes a cylindrical column 313 disposed in the vicinity of the four corners of the power device 306, and an elastic material disposed at the other end side, with one end supporting one corner of the power device 306. Is disposed in the support column 313, so that the other end side has four absorber portions 315 supported by the support column 313.

  As shown in FIG. 36, when the power devices 305 and 306 are arranged in the X direction, the two columns 308 and 308 are separated in the space between the power device 305 and the power device 306 in the X direction. 313 needs to be arranged.

  For this reason, when using, for example, a transformer having a capacity of 500 kVA as the power equipment 305 and 306 and using the seismic reduction devices 301 and 302 disclosed in Patent Document 1 for the transformer, There is a problem that it becomes difficult to make the width W of the space between the power devices 305 and 306 in the arrangement direction of the 306 (in this case, the X direction) narrower than 600 mm.

That is, when the seismic reduction devices 301 and 302 (transformer seismic reduction device) disclosed in Patent Document 1 are applied to a plurality of power devices arranged in a predetermined direction, the installation area of the seismic reduction devices 301 and 302 is reduced. There was a problem that would become larger.
As described above, when the installation area of the seismic reduction devices 301 and 302 becomes large, the installation area (in this case, the total area of the installation areas of the power devices 305 and 306 and the seismic reduction devices 301 and 302) is narrow. Cannot install the vibration reduction devices 301 and 302.

  36, as an example of the arrangement direction of the power devices 305 and 306, the case where the power devices 305 and 306 are arranged in the longitudinal direction of the power devices 305 and 306 has been described as an example. The above problem also occurs when the power devices 305 and 306 are arranged in the short direction of 306.

  Then, when this invention is applied to the some electric power apparatus arrange | positioned in the predetermined | prescribed direction, it aims at providing the earthquake resistant apparatus which can narrow the installation area of an earthquake resistant apparatus.

  In order to solve the above problem, according to one aspect of the present invention, of the upper part of the first and second power devices arranged in the first direction with a predetermined interval, the second power device and An anti-seismic device that supports a first end of the first power device facing and a second end of the second power device facing the first power device, in plan view In this state, the second straight line that passes through the intermediate position of the first straight line connecting the center position of the first power device and the center position of the second power device and is orthogonal to the first direction. On the top, the first and second cylindrical strut members arranged opposite to each other through the intermediate position and extending in the vertical direction and having a fixed lower end, and one end portion of the first cylindrical strut While supporting one corner of the first end located in the vicinity of the member, the other end is the first cylindrical shape. The first absorber portion supported by the column member, and one end portion supports one corner portion of the second end portion located in the vicinity of the first cylindrical column member, and the other end portion A second absorber portion supported by the first cylindrical strut member, and a corner portion of the other end of the first end portion, which is located near the second cylindrical strut member. And the second end of which is positioned in the vicinity of the second cylindrical strut member and the other end portion of which is supported by the second cylindrical strut member. And a fourth absorber portion that is supported by the second cylindrical column member, and that supports the other corner portion of the first cylindrical column member, and the first and second cylindrical columns. Each of the members has a cylindrical support member main body extending in the vertical direction, and the cylindrical support member main body includes the first electric power supply. Seismic apparatus is provided, characterized in that arranged outside the arrangement spaces between the device and the second power apparatus.

According to the present invention, the other end of the first absorber portion that supports one corner of the first end (in other words, the end of the first power device), and the second end ( In other words, the other end portion of the second absorber portion supporting one corner portion of the second electric power device) is supported by the first cylindrical support member, and the other end portion of the first end portion is supported. The other end of the third absorber supporting the corner and the other end of the fourth absorber supporting the other corner of the second end are supported by the second cylindrical column member. Therefore, it is possible to reduce the number of the four cylindrical support members conventionally required between the first and second power devices to two.
Thereby, compared with the case where the four conventional cylindrical support | pillar members are arrange | positioned, the area where the 1st and 2nd cylindrical support | pillar members are arrange | positioned can be narrowed.

  In addition, by arranging the cylindrical column member main body constituting the first and second cylindrical column members outside the space arranged between the first power device and the second power device, for example, In the case where the first to fourth absorber portions are members extending in one direction, the first and second cylindrical support columns are disposed in a space located between the first power device and the second power device. When the members are disposed, it is difficult to dispose the first and second cylindrical support members apart from each other in the second direction, and the extending directions of the first to fourth absorber portions and the first direction are the same. Since the angle formed by the second straight line is 90 degrees or an acute angle close to 90 degrees, the distance between the first power device and the second power device is widened.

On the other hand, in the case where the first to fourth absorber portions are members extending in one direction, the first and second absorbers are disposed outside the space disposed between the first power device and the second power device. When the two cylindrical strut members are arranged, the first and second cylindrical strut members can be arranged sufficiently separated in the second direction, and the first to fourth absorber portions are arranged. The angle formed by the extending direction and the second straight line can be made smaller than when the first and second cylindrical support members are arranged in the space (the first power device and the second power). Since the first to fourth absorber portions can be arranged even if the interval between the devices is narrow), the interval (predetermined interval) between the first power device and the second power device is reduced. Can do.
That is, when it is applied to a plurality of electric power devices arranged in a predetermined direction, the installation area of the seismic device can be narrowed.

In the earthquake-proof device, the first to fourth absorber portions extend in a horizontal plane direction orthogonal to the vertical direction, and the extending direction of the first absorber portion and the first direction are The first angle formed by the second direction orthogonal to each other is equal to the third angle formed by the extending direction of the third absorber portion and the second direction, and the second absorber portion A second angle formed by the extending direction and the second direction may be equal to a fourth angle formed by the extending direction of the fourth absorber portion and the second direction.

In this way, by making the first to fourth angles equal, when the first and second power devices are shaken due to an earthquake, the loads received by the first and second cylindrical support members are first and It is possible to disperse in the second direction.
Thereby, since it becomes difficult to damage the 1st and 2nd cylindrical support | pillar member, the lifetime improvement of the 1st and 2nd cylindrical support | pillar member can be achieved.

  Moreover, in the said earthquake-proof device, the 1st plate-shaped member fixed on the said 1st edge part of the said 1st electric power apparatus, it protrudes above this 1st plate-shaped member, and the said 1st absorber part A first protrusion connected to one end of the first protrusion, and a second protrusion protruding above the first plate member and connected to one end of the third absorber. A first absorber mounting portion; a second plate-like member fixed on the second end portion of the second power device; the second absorber protruding above the second plate-like member; A third projecting portion to which one end of the portion is connected, and a fourth projecting portion to project above the second plate-like member and to which one end of the fourth absorber portion is connected. A second absorber mounting portion including a thickness of the first plate-like member and a thickness of the second plate-like member. It may be not.

Thus, the 1st plate-shaped member which comprises the 1st absorber attachment part fixed on the 1st electric power equipment, and the 2nd absorber attachment part fixed on the 2nd electric power equipment are constituted. By making the thickness of the second plate-like member different, for example, when the heights of the first and second power devices are the same, to the first cylindrical support member in the height direction (vertical direction) It is possible to make the mounting position of the first absorber portion different from the mounting position of the second absorber portion, and the third absorber to the second cylindrical support member in the height direction (vertical direction) The attachment position of the part and the attachment position of the fourth absorber part can be made different.
Thus, the first and second absorber portions can be attached to the first cylindrical column member without increasing the external size of the first and second cylindrical column members, and the second cylindrical shape The third and fourth absorber portions can be attached to the support member.

Further, in the above earthquake-resistant device, the cylindrical strut member body constituting the first and second cylindrical strut members has a rhombus shape in plan view, and the first and second cylindrical strut members The cylindrical strut member body constituting the member is arranged so that one diagonal line of the rhombus is orthogonal to the first direction, and the first absorber portion has one end portion of the cylindrical strut member body. A first rod-like support member that supports one corner of the first end, and is fixed to the first rod-like support member and pressed against the first surface of the first cylindrical column member. A first elastic member that is compressed by a predetermined amount, and the second absorber portion has a second rod-like support member in which one end portion supports one corner portion of the second end portion. And a second surface of the first cylindrical support member fixed to the second rod-shaped support member and adjacent to the first surface. A second elastic member that is compressed by a predetermined amount by being pressed, and the third absorber portion has a third end portion supporting the other corner portion of the first end portion. And a third elastic member fixed to the third rod-like support member and compressed by a predetermined amount by being pressed against the third surface of the second cylindrical support member. The fourth absorber portion is fixed to the fourth rod-shaped support member, one end portion supporting the other corner portion of the second end portion, and the fourth rod-shaped support member, A fourth elastic member that is compressed by a predetermined amount by being pressed against the fourth surface of the second cylindrical support member adjacent to the third surface, and the first and second elastic members Is arranged outside the first cylindrical column member, and the first and second surfaces are outer surfaces of the first cylindrical column member, and the third And the fourth elastic member may be disposed outside the second cylindrical column member, and the third and fourth surfaces may have an outer surface of the second cylindrical column member. .

In this way, by pressing the first elastic member on the first surface of the first cylindrical column member and pressing the second elastic member on the second surface of the first cylindrical column member, Separately, since it is not necessary to provide a plate material that presses the first and second elastic members, the structure of the earthquake-resistant device can be simplified.
In addition, by pressing the third elastic member against the third surface of the second cylindrical column member and pressing the fourth elastic member against the fourth surface of the second cylindrical column member, separately, Since it is not necessary to provide a plate material that presses the third and fourth elastic members, the structure of the seismic device can be simplified.

In addition, the first and second elastic members are arranged outside the first cylindrical support member, and the outer surface of the first cylindrical support member is used as the first and second surfaces. Compared to the case where the first and second elastic members are arranged in the cylindrical support member, the first cylindrical support member can be downsized.
Moreover, compared with the case where the 1st and 2nd elastic member is arrange | positioned in a 1st cylindrical support | pillar member, a 1st and 2nd absorber part is easily with respect to a 1st cylindrical support | pillar member. While being able to attach, the maintainability of a seismic apparatus can be improved.

In addition, the third and fourth elastic members are arranged outside the second cylindrical support member, and the outer surface of the second cylindrical support member is used as the third and fourth surfaces. Compared with the case where the third and fourth elastic members are arranged in the cylindrical support member, the second cylindrical support member can be downsized.
Moreover, compared with the case where the 3rd and 4th elastic member is arrange | positioned in a 2nd cylindrical support | pillar member, a 3rd and 4th absorber part is easily with respect to a 2nd cylindrical support | pillar member. While being able to attach, the maintainability of a seismic apparatus can be improved.

  Moreover, in the said earthquake-proof device, it extends in the 2nd direction orthogonal to the said 1st direction, and connects the said 1st cylindrical support | pillar member and the said 2nd cylindrical support | pillar member. You may have a connection member.

  Thus, by having the 1st connection member which extends in the 2nd direction and connects the 1st cylindrical support member and the 2nd cylindrical support member, the 1st and 2nd by earthquake motion When the power device vibrates, the first and second cylindrical support members can be prevented from being displaced in the second direction.

In the seismic device, before Symbol first cylindrical post member, said first absorber portion, and the first seismic mechanism including a second absorber portion, said second cylindrical post member, the third And a plurality of second seismic mechanisms including the fourth absorber portion , the plurality of them being arranged with respect to the first direction while facing each other, and the first arranged in the first direction. There may be provided a second connecting member that connects the cylindrical columnar members and a third connecting member that connects the second cylindrical columnar members arranged in the first direction. .

  Thus, the 2nd connection member which connects between the 1st cylindrical support | pillar members arrange | positioned in a 1st direction, and the 2nd connection member between the 2nd cylindrical support | pillar members arrange | positioned in a 1st direction are connected. When the first and second power devices vibrate due to earthquake motion, the first and second cylindrical support members can be prevented from being displaced in the first direction.

  According to the seismic device of the present invention, when applied to a plurality of electric power devices arranged in a predetermined direction, the installation area of the seismic device can be narrowed.

It is a top view of a power equipment group with a seismic function which has a seismic device concerning a 1st embodiment of the present invention, and the 1st and 2nd power equipment. Seismic function power device group shown in FIG. 1 is a side view A ₁ view. It is the front view which looked at A1 of the _1st electric power apparatus shown in FIG. It is a top view of the rectangular member shown in FIG. It is the top view to which the 1st absorber attachment part shown in FIG. 1 was expanded. It is the front view which looked at _1st absorber attachment part shown in FIG. 5 D1. It is the top view to which one seismic mechanism shown in FIG. 1 was expanded. It is a top view of the absorber part shown in FIG. It is the top view to which the other seismic mechanism shown in FIG. 1 was expanded. FIG. ₂ is a side view of the power device group with an earthquake-resistant function shown in FIG. It is the top view to which the 2nd absorber attachment part shown in FIG. 1 was expanded. It is the front view which looked at D2 of the _2nd absorber attachment part shown in FIG. It is the top view which expanded the 1st earthquake-resistant mechanism shown in FIG. It is a top view for demonstrating the arrangement position of the 1st cylindrical support | pillar member which comprises a 1st earthquake-resistant mechanism, and the 2nd cylindrical support | pillar member which comprises a 2nd earthquake-proof mechanism. It is the top view to which the 2nd earthquake-resistant mechanism shown in FIG. 1 was expanded. The seismic device arranged between the first power device and the second power device shown in FIG. 1 is a side view A ₂ view. Seismic function power device group shown in FIG. 1 is a side view A ₃ view. It is a top view which shows typically the state which received the load F to one direction in which the structure which has arrange | positioned the earthquake-proof mechanism shown in FIG. 1 to four corner | angular parts of a 1st electric power apparatus. It is a top view for demonstrating the magnitude | size of the reaction which each absorber part which comprises the structure shown in FIG. 18 receives. When a load F (maximum load) is generated in the X direction in which the first and second power devices constituting the power device group with the earthquake resistance function of the first embodiment are separated from each other, six cylindrical column member bodies It is a figure which shows typically the force which receives. A load F (maximum load) is generated in the right direction (X direction) on the paper surface of FIG. 21 in a state where the first and second power devices constituting the power device group with the earthquake resistance function of the first embodiment are viewed in plan. It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive when it hits. When a load F (maximum load) is generated in the X direction approaching the first and second power devices constituting the power device group with the earthquake resistance function of the first embodiment, the six cylindrical strut member bodies are It is a top view which shows typically the received force. A load F (maximum load) is generated in a downward direction (Y direction) in FIG. 23 in a state where the first power device constituting the power device group with the earthquake resistance function of the first embodiment is viewed in plan. When a load F (maximum load) is generated in the upward direction (Y direction) in FIG. 23 in a state where the second power device constituting the power device group with the earthquake resistance function of the embodiment of FIG. It is a top view which shows typically the force which the cylindrical support | pillar column main body receives. A load F (maximum load) is generated in the upward direction (Y direction) in FIG. 24 in a state where the first and second power devices constituting the power device group with the earthquake resistance function of the first embodiment are viewed in plan. It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive when it hits. A load F (maximum load) is generated in the left direction (X direction) of the sheet of FIG. 25 in a state where the first power device constituting the power device group with the earthquake resistance function of the first embodiment is viewed in plan. When a load F (maximum load) is generated in the upward direction (Y direction) of the sheet of FIG. 25 in a state where the second power device constituting the power device group with the earthquake resistance function of the embodiment of FIG. It is a top view which shows typically the force which the cylindrical support | pillar column main body receives. A load F (maximum load) is generated in the right direction (X direction) on the paper surface of FIG. 26 in a state in which the first power device constituting the power device group with the earthquake resistance function of the first embodiment is viewed in plan. When a load F (maximum load) is generated in the upward direction (Y direction) of the sheet of FIG. 26 in a state where the second power device constituting the power device group with an earthquake resistance function of the embodiment of FIG. It is a top view which shows typically the force which the cylindrical support | pillar column main body receives. It is a top view of the power equipment group with a seismic function which has the seismic apparatus which concerns on the 2nd Embodiment of this invention, and the 1st and 2nd power equipment made into different height. Seismic function power device group shown in FIG. 27 is a side view A ₁ view. A load F (maximum load) is generated in a direction away from the second power device in the first power device constituting the power device group with an earthquake-resistant function according to the second embodiment, and the first power device has a first load. It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive when load F / 2 (maximum load) arises in the direction away from this electric power apparatus. A load F (maximum load) is generated in the right direction (X direction) on the paper surface of FIG. 30 in a state in which the first power device constituting the power device group with seismic function of the second embodiment is viewed in plan. When the load F / 2 (maximum load) is generated in the right direction (X direction) on the paper surface of FIG. FIG. A load F (maximum load) is generated in a direction toward the second power device in the first power device constituting the power device group with an earthquake-resistant function according to the second embodiment, and the first power device has the first It is a top view which shows typically the force which six cylindrical strut member main bodies receive when load F / 2 (maximum load) arises in the direction which goes to electric power equipment. A load F (maximum load) is generated in the downward direction (Y direction) of the sheet of FIG. 32 in a state in which the first power device constituting the power device group with an earthquake resistance function of the second embodiment is viewed in plan. When the load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 32 in a state in which the power device 2 is viewed in plan, the force received by the six cylindrical support member main bodies is schematically illustrated. FIG. A load F (maximum load) is generated in the upward direction (Y direction) of the sheet of FIG. 33 in a state where the first power device constituting the power device group with the earthquake resistance function of the second embodiment is viewed in plan. When the load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 33 in a state where the power device 2 is viewed in plan, the force received by the six cylindrical support member main bodies is schematically illustrated. FIG. A load F (maximum load) is generated in the left direction (X direction) of the sheet of FIG. 34 in a state in which the first power device constituting the power device group with earthquake-resistant function of the second embodiment is viewed in plan, and When the load F / 2 (maximum load) is generated in the upward direction (Y direction) of the sheet of FIG. 34 in a state where the power device 2 is viewed in plan, the force received by the six columnar column main bodies is schematically illustrated. FIG. A load F (maximum load) is generated in the right direction (X direction) on the paper surface of FIG. 35 in a state in which the first power device constituting the power device group with the earthquake resistance function of the second embodiment is viewed in plan. When the load F / 2 (maximum load) is generated in the upward direction (Y direction) on the paper surface of FIG. FIG. A schematic plane for explaining problems when the seismic reduction device disclosed in Patent Document 1 (transformer seismic reduction device) is applied in a state where two electric power devices are arranged in a predetermined direction. FIG.

  Embodiments to which the present invention is applied will be described below in detail with reference to the drawings. The drawings used in the following description are for explaining the configuration of the embodiment of the present invention, and the size, thickness, dimensions, etc. of the respective parts shown in the drawings are the actual power equipment group with seismic function and the seismic resistance. It may be different from the dimensions of the device.

(First embodiment)
FIG. 1 is a plan view of a power device group with a seismic function having a plurality of seismic devices according to the first embodiment of the present invention and a power device group composed of a plurality of power devices.
In FIG. 1, the X direction is a first direction in which the first and second power devices 11 and 12 are arranged (in the case of the first embodiment, the longitudinal direction of the first and second power devices 11 and 12). Direction), and the Y direction indicates a direction orthogonal to the X direction (in the first embodiment, the short direction of the first and second power devices 11 and 12). Further, a horizontal plane direction (not shown) passing through the X direction and the Y direction is orthogonal to a vertical direction (Z direction) shown in FIG. 2 described later.
FIG. 1 shows an example in which the first and second power devices 11 and 12 having the same size are used.

Figure 2 is a side view A ₁ viewed seismic function power device group shown in FIG. 2, the same components as those in the structure shown in FIG.
In FIG. 2, the Z direction indicates the vertical direction (in other words, the height direction of the first and second power devices 11 and 12).

  Referring to FIG. 1 and FIG. 2, a power device group 10 with a seismic function of the first embodiment includes a first power device 11, a second power device 12, and a first end seismic device. 15, a second end seismic device 16, and a seismic device 21 (the seismic device of the first embodiment).

The first and second power devices 11 and 12 constitute a power device group. The first and second power devices 11 and 12 are spaced apart from each other by a predetermined distance so that the longitudinal direction of the first and second power devices 11 and 12 coincides with the X direction. The second power device 12 is arranged in the X direction in order.
Thus, in the X direction, the end portion 11A (first end portion) of the first power device 11 is disposed opposite to the end portion 12A (second end portion) of the second power device 12.
The 1st electric power apparatus 11 is arrange | positioned on the opposite side of the edge part 11A, and has the edge part 11B supported by the 1st edge part earthquake proofing apparatus 15. FIG. Moreover, the 2nd electric power apparatus 12 is arrange | positioned on the opposite side to 12 A of edge parts, and has the edge part 12B supported by the 2nd earthquake proof apparatus 16 for edge parts.

In the present invention, “electric power equipment” refers to conversion from other energy to electric energy (electric power), conversion from electric energy to other energy, accumulation of electric energy with other energy, and voltage conversion of electric power. -A device that adjusts the power factor and connects / disconnects power.
Specific examples of the power equipment include a transformer, an air conditioner, a capacitor, a reactor, a circuit breaker, and the like.

3 is a front view of the first power device and A ₁ view shown in FIG. 3, the same components as those shown in FIGS. 1 and 2 are denoted by the same reference numerals. In FIG. 3, a transformer is illustrated as an example of the first power device 11.
The transformer is also called a transformer or a transformer, and is a power device that drops a high voltage such as 6600V supplied from a power company to a voltage of 100V or 200V by electromagnetic induction.

Referring to FIG. 3, the first power device 11 includes a power device main body 31, a main body support portion 32, a plurality of legs 34, and a rectangular member 35.
The power device main body 31 is fixed on the main body support portion 32. When using a transformer as the 1st electric power apparatus 11, the electric power apparatus main body 31 can be comprised with the coil wound around the iron core, for example.

  The main body support portion 32 is disposed immediately below the power device main body 31 and supports the power device main body 31. The plurality of leg portions 34 are fixed to the lower surface side of the main body support portion 32. The plurality of leg portions 34 are fixed to the floor 13 by anchor bolts (not shown).

FIG. 4 is a plan view of the rectangular member shown in FIG. In FIG. 4, the same components as those shown in FIGS. C ₁ shown in FIG. 4 indicates the center position of the first power device 11 shown in FIG. 3 (hereinafter referred to as “center position C ₁ ”).

  Referring to FIGS. 3 and 4, the rectangular member 35 is fixed on the power device main body 31. The rectangular member 35 has a rectangular member main body 37 and screw holes 43, 44, 47, 48.

The rectangular member body 37 is a member having a rectangular shape in plan view. The rectangular member body 37 has a flat upper surface 37a.
Upper surface 37a of the rectangular member body 37 includes a first region B ₁ arranged on one end side, and the second region B ₂ arranged on the other end side. In the first and second regions B ₁ and B ₂ of the rectangular member main body 37 constituting the first power device 11, the first absorber mounting portion 15-1 (see FIGS. 1, 5, and 6), respectively. ) Is attached.

Screw holes 43 and 44 are provided in a rectangular member body 37 corresponding to the first region _{B 1.} The screw holes 43 and 44 are screw holes for fixing the first absorber mounting portion 15-1 (see FIGS. 1, 5, and 6).
Screw holes 47 and 48 are provided in a rectangular member body 37 corresponding to the second region _{B 2.} The screw holes 47 and 48 are screw holes for fixing the first absorber attachment portion 15-1 (see FIGS. 1, 5, and 6).
The screw holes 43, 44, 47, 48 are arranged at positions close to the center position C ₁ in the first and second regions B ₁ , B ₂ .

With reference to FIGS. 1 to 4, the second power device 12 has the same configuration as the first power device 11. The first and second regions B ₁ and B ₂ of the rectangular member main body 37 constituting the second power device 12 are respectively provided with second absorber mounting members 15-5 (see FIGS. 1, 11, and 12). ) Is attached.
The height H ₂ of the second power device 12 when the floor surface 13 a is used as a reference is the same height as the height H _{1 of} the first power device 11.

  Referring to FIG. 1, the first end seismic device 15 is disposed on the end 11 </ b> B side of the first power device 11. The first end seismic device 15 includes a first absorber mounting portion 15-1, seismic mechanisms 15-2 and 15-3, and a connecting member 15-4.

FIG. 5 is an enlarged plan view of the first absorber mounting portion shown in FIG. In FIG. 5, the first absorber mounting portion 15-1 shown in FIG. 1 is illustrated rotated 90 degrees counterclockwise. In FIG. 5, the same components as those in the structure shown in FIG.
Figure 6 is a front view ₁ view D the first absorber mounting portion shown in FIG. In FIG. 6, the same components as those shown in FIGS. 1 and 5 are denoted by the same reference numerals.

4 to 6, the first absorber mounting portion 15-1 is a member that is fixed to the first and second regions B ₁ and B ₂ of the rectangular member main body 37, and is a first plate. The first member 51, the bolts 53 and 55, the washers 54 and 56, the first protrusion 61, and the second protrusion 62 are included.

The first plate-like member 51 is a plate-like member and has a flat front surface 51a, a flat back surface 51b, and screw holes 51A to 51D.
The back surface 51 b of the first plate-like member 51 is a surface that contacts the top surface 37 a of the rectangular member body 37. The screw holes 51 </ b> A to 51 </ b> D are provided so as to penetrate the first plate member 51.
The screw hole 51 </ b> A is disposed so as to face the screw hole 44 (or the screw hole 47) provided in the rectangular member main body 37. The screw hole 51 </ b> B is disposed so as to face the screw hole 43 (or the screw hole 48) provided in the rectangular member main body 37.
The screw holes 51C and 51D are arranged at the corners of the first plate member 51 so as to face each other in the Y direction.
Female screws (not shown) are provided on the side surfaces of the screw holes 51A to 51D.

The bolt 53 has a length protruding from the back surface 51 b of the first plate member 51 in a state where the bolt 53 is attached to the first plate member 51. The bolt 53 is screwed into a screw hole 44 (or a screw hole 47) provided in the rectangular member body 41 via a washer 54.
The bolt 55 has a length protruding from the back surface 51 b of the first plate member 51 in a state where the bolt 55 is attached to the first plate member 51. The bolt 55 is screwed into the screw hole 43 (or the screw hole 48) provided in the rectangular member main body 41 via the washer 54.

The first projecting portion 61 includes a shaft portion 64, a pedestal portion 65, a washer 66, and a nut 67.
The shaft portion 64 is a member in which the entire outer peripheral portion is threaded, and extends in the Z direction. The shaft portion 64 has a length that protrudes above the pedestal portion 65 and does not protrude below the back surface 51b in a state where the pedestal portion 65 is in contact with the surface 51a of the first plate-like member 51.
The shaft portion 64 positioned above the pedestal portion 65 is inserted into an opening portion 81-2B (see FIG. 8) of a mounting portion 81-2 of an absorber portion 75 described later.

The pedestal portion 65 is provided near the middle of the shaft portion 64. The upper surface of the pedestal portion 65 is disposed above the upper surfaces of the bolts 53 and 55.
The pedestal portion 65 is integrated with the shaft portion 64. In a state where the shaft portion 64 is inserted into the opening 81-2B (see FIG. 8) of the attachment portion 81-2 of the absorber portion 75, the attachment portion 81-2 is placed on the pedestal portion 65.
The nut 67 is screwed to the shaft portion 64 via the washer 66, so that a mounting portion 81-2 (not shown) of an absorber portion 75, which will be described later, disposed on the pedestal portion 65 is attached to the shaft portion 64. On the other hand, the attachment portion 81-2 is connected to the first absorber attachment portion 15-1 while being slightly displaceable.

  FIG. 7 is an enlarged plan view of one seismic mechanism shown in FIG. In FIG. 7, for the convenience of explanation, configurations other than the earthquake resistant mechanism 15-2 are also illustrated. In FIG. 7, the same components as those shown in FIGS.

Referring to FIG. 7, the earthquake resistant mechanism 15-2 includes a cylindrical support member 71, a plurality of bolts 72, and an absorber portion 75.
The cylindrical support member 71 is disposed on the end 11 </ b> B side of the first power device 11 that does not face the second power device 12. The cylindrical support member 71 includes a fixing portion 71-1, a cylindrical support member body 71-2, a connecting member attachment plate 71-3, an upper attachment portion 71-4 (see FIG. 10 described later), and a lower attachment. Part 71-5 (see FIG. 10 described later).
The cylindrical column member 71 is disposed at a position separated from the first power device 11 so that the cylindrical column member body 71-2 and one corner of the end portion 11B face each other.

  The fixing portion 71-1 is configured integrally with the lower end of the cylindrical column member body 71-2, and extends in the horizontal plane direction passing through the X direction and the Y direction. The fixing portion 71-1 has a plurality of screw holes 71-1A. The cylindrical support | pillar member 71 is being fixed to the floor with the some volt | bolt 72 inserted in the some screw hole 71-1A.

The cylindrical strut member main body 71-2 has a rhombus shape (including a square shape) in plan view. The cylindrical strut member main body 71-2 is arranged so that one diagonal line 71A of the rhombus is orthogonal to the X direction (first direction).
The cylindrical column member body 71-2 has a flat outer surface 71-2a against which the elastic member 83 constituting the absorber portion 75 is pressed. The outer surface 71-2a is a surface orthogonal to the extending direction of the absorber portion 75, and is disposed at a position most distant from one corner of the end portion 11B (see FIG. 1) of the first power device 11. It is the surface that was made.
Moreover, the cylindrical support | pillar member main body 71-2 has two through-holes (not shown) in which the rod-shaped member main body 81-1 which comprises the absorber part 75 is inserted.

  The connecting member mounting plate 71-3 is fixed to the upper end of the cylindrical column member body 71-2. The connection member attachment plate 71-3 is a plate material that is shaped to substantially close the upper end of the cylindrical column member body 71-2 that is an open end. The connecting member mounting plate 71-3 has a screw hole 71-3A arranged in the Y direction.

Referring to FIG. 10 to be described later, the upper mounting portion 71-4 is provided on the upper portion of the cylindrical column member body 71-2 and protrudes from the cylindrical column member body 71-2 in the Y direction. The two upper mounting portions 71-4 provided on the cylindrical columnar member main body 71-2 arranged to face each other in the Y direction are arranged so as to face each other.
The lower attachment portion 71-5 is provided at the lower portion of the cylindrical column member body 71-2 and protrudes from the cylindrical column member body 71-2 in the Y direction. The lower attachment portions 71-5 provided on the cylindrical columnar member main body 71-2 arranged to face each other in the Y direction are arranged to face each other.

  FIG. 8 is a plan view of the absorber portion shown in FIG. In FIG. 8, the same components as those in the structure shown in FIG.

  Referring to FIGS. 7 and 8, the absorber portion 75 includes a rod-shaped support member 81, an elastic member 83, a pressing plate 85, a special washer 86, a washer 88, a type 1 nut 89, and a type 3 nut 91. And having.

In the state shown in FIG. 7 (specifically, the absorber portion 75 is attached to the cylindrical column member 71 and the absorber portion 75 is fixed to the first absorber mounting portion 15-1), the rod-like support member 81 is used. Extends in a horizontal plane direction perpendicular to the vertical direction. The rod-shaped support member 81 extends in a direction intersecting with the X direction and the Y direction. That is, the absorber part 75 is extended in the direction which cross | intersects X direction and Y direction among the horizontal surface directions orthogonal to a perpendicular direction.
The angle θ ₁ formed by the rod-shaped support member 81 and the Y direction (second direction) (in other words, the angle formed by the extending direction of the absorber portion 75 and the Y direction) can be set to 45 degrees, for example. However, the present invention is not limited to this.

The rod-shaped support member 81 has a rod-shaped member main body 81-1 and an attachment portion 81-2. The rod-shaped member main body 81-1 is a rod-shaped member in which a screw (not shown) is cut on the entire outer peripheral portion in the extending direction.
The attachment portion 81-2 includes a cylindrical portion 81-2A having a cylindrical shape in which a female screw (not shown) is cut, and a circular opening portion 81-2B.
The cylindrical portion 81-2A is screwed with a male screw (not shown) provided at one end of the rod-shaped member main body 81-1. The opening 81-2B is provided at the end of the cylindrical portion 81-2A.

In the state shown in FIG. 7, a shaft portion 64 (see FIG. 6) constituting the second projecting portion 62 is inserted into the opening portion 81-2B, and a nut 67 is attached to the shaft portion 64 via the washer 66. Is fastened to the first absorber mounting portion 15-1 in a state in which one end portion (in other words, the mounting portion 81-2) of the absorber portion 75 is slightly displaceable with respect to the shaft portion 64. It is connected.
Thereby, the absorber part 75 is supporting the one corner | angular part of the edge part 11B (refer FIG. 1) of the 1st electric power apparatus 11 in the state which can be displaced slightly with respect to the axial part 64. FIG.

The elastic member 83 is a member having a columnar shape (for example, a cylindrical shape), a through hole (not shown) into which the rod-shaped member main body 81-1 is inserted, and a flat surface 83a orthogonal to the rod-shaped member main body 81-1. , 83b.
The elastic member 83 is disposed on the end side of the rod-shaped member main body 81-1 located on the side opposite to the side on which the mounting portion 81-2 is disposed.

In the state shown in FIG. 7, the elastic member 83 is disposed outside the cylindrical support member body 71-2. The elastic member 83 is compressed by a predetermined amount in a state where the flat surface 83a is in contact with the outer surface 71-2a of the cylindrical column member body 71-2. Thereby, the absorber part 75 is supporting one corner | angular part of the edge part 11B (refer FIG. 1) of the 1st electric power apparatus 11 with tensile force. The flat surface 83b is in contact with the pressing plate 85.
As a material of the elastic member 83, for example, rubber can be used. In this case, as the predetermined compression amount of the elastic member 83, for example, 2 mm can be used.

The holding plate 85 is a member having a disk shape having the same size as the flat surface 83 a of the elastic member 83. The holding plate 85 has a through hole (not shown) into which the rod-shaped member main body 81-1 is inserted.
The pressing plate 85 presses the elastic member 83 to the outer surface 71-2a side of the cylindrical column member body 71-2 in a state where the rod-shaped member body 81-1 is inserted.
The special washer 86 is disposed on the other end side of the rod-shaped member main body 81-1 and is in contact with the pressing plate 85.

The washer 88 is disposed on the rod-shaped member main body 81-1 positioned between the type 1 nut 89 and the special washer 86.
In the state shown in FIG. 7, the type 1 nut 89 is screwed into the rod-shaped member main body 81-1 and is tightened in a direction to compress the elastic member 83 via the washer 88, the special washer 86, and the pressing plate 85. It is included.
The type 3 nut 91 is screwed to the other end side of the rod-shaped member main body 81-1 so as to contact the type 1 nut 89.

  FIG. 9 is an enlarged plan view of the other seismic mechanism shown in FIG. In FIG. 9, for the sake of convenience of explanation, configurations other than the earthquake resistant mechanism 15-3 are also illustrated. 9, the same components as those shown in FIGS. 1 to 8 are denoted by the same reference numerals.

Referring to FIG. 1 and FIG. 9, the seismic mechanism 15-3 is moved to the opening 81-2B of the mounting part 81-2 with the seismic mechanism 15-2 shown in FIG. The structure is the same as that of the earthquake-resistant mechanism 15-2 except that the shaft portion 64 (see FIG. 6) of the one projecting portion 61 is inserted and the nut 67 is fastened to the shaft portion 64 via the washer 66.
Thereby, the absorber part 75 which comprises the earthquake-resistant mechanism 15-3 is supporting the other corner | angular part of the edge part 11B (refer FIG. 1) of the 1st electric power apparatus 11 with tensile force.

The angle θ ₂ (in other words, the angle formed between the absorber portion 75 and the Y direction) formed by the rod-shaped support member 81 constituting the earthquake-resistant mechanism 15-3 and the Y direction (second direction) is, for example, 45 degrees. However, the present invention is not limited to this.
As shown in FIG. 1, the cylindrical support member main body 71-2 constituting the earthquake resistance mechanism 15-2 and the cylindrical support member main body 71-2 constituting the earthquake resistance mechanism 15-3 are opposed to each other in the Y direction. Is arranged.

Figure 10 is a side view A ₂ view of the seismic function power device group shown in FIG. 1, a diagram is not shown of the first power device illustrated in FIG. 10, the same components as those shown in FIGS. 1 to 9 are denoted by the same reference numerals.

Referring to FIGS. 1 and 10, the connecting member 15-4 has a beam 95 and two braces 96 and 97.
The beam 95 is fixed on a connecting member mounting plate 71-3 that constitutes two cylindrical support members 71 arranged in the Y direction.
One end of the brace 96 is fixed to the upper mounting portion 71-4 constituting the earthquake-resistant mechanism 15-2, and the other end thereof is attached to the lower mounting portion 71-5 constituting the earthquake-resistant mechanism 15-3. It is fixed.

One end of the brace 97 is fixed to the upper mounting portion 71-4 constituting the earthquake-resistant mechanism 15-3, and the other end is attached to the lower mounting portion 71-5 constituting the earthquake-resistant mechanism 15-2. It is fixed.
Since the two cylindrical support members 71 arranged in the Y direction are integrally configured by having the connecting member 15-4 configured as described above, the two cylindrical support members 71 are arranged when an earthquake occurs. Can be prevented from being displaced in the Y direction.

  Referring to FIG. 1, the second end seismic device 16 is disposed on the end 12 </ b> B side of the second power device 12. The second end seismic device 16 includes a second absorber mounting portion 15-5, seismic mechanisms 15-6 and 15-7, and a connecting member 15-4.

FIG. 11 is an enlarged plan view of the second absorber mounting portion shown in FIG. In FIG. 11, the second absorber mounting portion 15-5 shown in FIG. 1 is shown rotated 90 degrees to the right. In FIG. 11, the same components as those shown in FIGS. 1 and 5 are denoted by the same reference numerals.
Figure 12 is a front view of _two viewing D a second absorber mounting portion shown in FIG. 11. 12, the same components as those shown in FIGS. 1, 6, and 11 are denoted by the same reference numerals.

  Referring to FIGS. 11 and 12, the second absorber mounting portion 15-5 is based on the thickness of the first plate member 51 constituting the first absorber mounting portion 15-1 shown in FIGS. 5 and 6. The third and fourth projections 61 and 62 are provided in place of the first and second protrusions 61 and 62 that have the thick second plate member 101 and constitute the first absorber mounting portion 15-1. Except for having the protrusions 102 and 103, it is configured in the same manner as the first absorber mounting portion 15-1.

The second plate member 101 has a flat front surface 101a and a flat back surface 101b.
When the heights H ₁ and H _{2 of} the first and second electric power devices shown in FIG. 2 are equal and the thickness of the first plate member 51 is 6 mm, the thickness of the second plate member 101 Can be, for example, 40 mm.
The 3rd protrusion part 102 is set as the structure similar to the 1st protrusion part 61 which comprises the 1st absorber attachment part 15-1. The 4th protrusion part 103 is set as the structure similar to the 2nd protrusion part 62 which comprises the 1st absorber attachment part 15-1.

  Referring to FIG. 1, the seismic mechanism 15-6 is rotated 90 degrees to the right from the state of the seismic mechanism 15-2 shown in FIG. 7, and the fourth protrusion projects into the opening 81-2B of the mounting portion 81-2. Except that the shaft portion 64 (see FIG. 12) of the portion 103 is inserted and the nut 67 is fastened to the shaft portion 64 via the washer 66, the structure is the same as that of the earthquake resistant mechanism 15-2.

Thereby, the absorber part 75 which comprises the earthquake-resistant mechanism 15-6 supports one corner | angular part of the edge part 12B of the 2nd electric power apparatus 11 with a tensile force via the 2nd absorber attachment part 15-5. doing.
An angle (not shown) formed by the rod-like support member 81 constituting the earthquake-resistant mechanism 15-6 and the Y direction (second direction) can be set to 45 degrees, for example, but is not limited thereto.

  The seismic mechanism 15-7 is rotated 180 degrees to the right from the state of the seismic mechanism 15-2 shown in FIG. 7, and the shaft portion 64 ( 12) is inserted, and the nut 67 is fastened to the shaft portion 64 via the washer 66. This is the same as the earthquake resistant mechanism 15-2.

Thereby, the absorber part 75 which comprises the earthquake-resistant mechanism 15-7 supports the other corner | angular part of the edge part 12B of the 2nd electric power apparatus 12 with a tensile force via the 2nd absorber attachment part 15-5. doing.
An angle (not shown) formed by the rod-shaped support member 81 constituting the earthquake-resistant mechanism 15-7 and the Y direction (second direction) can be set to 45 degrees, for example, but is not limited thereto.

Referring to FIG. 1, the seismic device 21 has a second power among the upper portions of the first and second power devices 11 and 12 arranged in the X direction (first direction) with a predetermined interval. The end 11A (first end) of the first power device 11 facing the device 12 and the end 12A (second end) of the second power device 12 facing the first power device 11 And a device that supports
The seismic device 21 includes a first absorber mounting portion 15-1 disposed at the end portion 11A, a second absorber mounting portion 15-5 disposed at the end portion 12A, a first seismic mechanism 111, Two seismic mechanisms 112, a first connecting member 113, a second connecting member 114, and a third connecting member 115.

  FIG. 13 is an enlarged plan view of the first earthquake-resistant mechanism shown in FIG. In FIG. 13, for the sake of convenience of explanation, configurations other than the first earthquake-resistant mechanism 111 are also illustrated. In FIG. 13, the same components as those shown in FIGS.

Referring to FIG. 13, the first earthquake-resistant mechanism 111 includes a first cylindrical column member 121, a first absorber portion 75-1, and a second absorber portion 75-2.
Referring to FIG. 13, the first cylindrical support member 121 has the same configuration as the cylindrical support member 71 shown in FIG. 7 except that it is thick, and its lower end is fixed to the floor. .

FIG. 14 is a plan view for explaining the arrangement positions of the first cylindrical column member constituting the first earthquake-resistant mechanism and the second cylindrical column member constituting the second earthquake-resistant mechanism. In FIG. 14, the same components as those of the structure shown in FIG.
In FIG. 14, C ₁ is the center position of the first power device 11 (hereinafter referred to as “center position C ₁ ”), and C ₂ is the center position of the second power device 12 (hereinafter referred to as “center position C ₂ ”). ), L ₁ extends in the X direction and connects the center positions C ₁ and C ₂ (hereinafter referred to as “straight line L ₁ ”), L ₂ extends in the Y direction, and is an intermediate position of the straight line L 1. Each straight line passing through C ₃ (hereinafter referred to as “straight line L ₂ ”) is shown.

Referring to FIG. 14, the first cylindrical post member 121, in plan view, a connecting the center position C ₁ of the first power device 11 and the center position C ₂ of the second power devices 12 passes through the first intermediate position C ₃ straight lines L _1, and the second on the straight line L ₂ perpendicular to the X direction, through the intermediate position C _3, first be described later constituting the second seismic mechanism 112 2 It arrange | positions so that the cylindrical support | pillar member 122 may be opposed.

Specifically, the first and second cylindrical column members 121 and 122 are diagonal lines 71A (FIG. 13) of the cylindrical column member body 71-2 constituting the first and second cylindrical column members 121 and 122. and see FIG. 15) are arranged so as to overlap the straight line L _2.
In other words, the cylindrical strut member main body 71-2 that constitutes the first and second cylindrical strut members 121 and 122 and has a rhombus shape in plan view has one diagonal 71A with respect to the X direction. It arrange | positions so that it may orthogonally cross.

  Moreover, the cylindrical support | pillar member main body 71-2 which comprises the 1st cylindrical support | pillar member 121, and the cylindrical support | pillar member main body 71-2 which comprises the 2nd cylindrical support | pillar member 122 are 1st electric power, for example. It is good to arrange | position outside the space arrange | positioned between the apparatus 11 and the 2nd electric power apparatus 12. FIG.

In this way, the cylindrical column member body 71-2 that constitutes the first and second cylindrical column members 121 and 122 is disposed between the first power device 11 and the second power device 12. By arranging the first cylindrical support member 121 outside the space, the first and second cylindrical support members 121 support the first and second cylindrical support members 121 in a state in which the first and second cylindrical support members 121 and 122 are sufficiently separated in the Y direction. Of the third and fourth absorber portions 75-3 and 75-4 supported by the second cylindrical column members 122 and 75-2, and the second cylindrical column member 122. It becomes possible to extend and arrange.
Thereby, the cylindrical support | pillar member 71 which comprises the 1st cylindrical support | pillar member 121,122 is arrange | positioned in the space arrange | positioned between the 1st electric power apparatus 11 and the 2nd electric power apparatus 12. Compared with, the space | interval between the 1st electric power apparatus 11 and the 2nd electric power apparatus 12 can be narrowed.

  In addition, the cylindrical support | pillar member main body 71-2 which comprises the 1st and 2nd cylindrical support | pillar members 121 and 122 is arrange | positioned in the space located between the 1st electric power equipment 11 and the 2nd electric power equipment 12. As a result, it becomes difficult to dispose the first and second cylindrical support members 121 and 122 apart from each other in the Y direction, and the first to fourth absorber portions 75-1 to 75-2 are arranged. Since the angle formed by the extending direction and the Y direction is 90 degrees or an acute angle close to 90 degrees, the distance between the first power device 11 and the second power device 12 is widened.

Referring to FIG. 13, the cylindrical columnar member main body 71-2 constituting the first cylindrical columnar member 121 is disposed adjacent to the outer surface 71-2a (first surface) and the outer surface 71-2a. An outer surface 71-2b (second surface). The outer surfaces 71-2a and 71-2b are flat surfaces.
The cylindrical columnar member 71 constituting the first cylindrical columnar member 121 has two through holes (not shown) into which the rod-shaped member main body 81-1 constituting the first absorber portion 75-1 is inserted, and And two other through holes (not shown) into which the rod-shaped member main body 81-1 constituting the third absorber portion 75-3 is inserted.
The two through holes are provided at a position lower than the two other through holes in the vertical direction.

The first absorber portion 75-1 has the same configuration as the absorber portion 75 shown in FIG.
The state shown in FIG. 13 (specifically, the first absorber portion 75-1 is mounted on the first cylindrical column member 121, and the first absorber portion 75-1 is the first absorber mounting portion 15-). 1), the rod-like support member 81 constituting the first absorber portion 75-1 is inserted into two through holes (not shown) provided in the cylindrical column member 71. .
The rod-like support member 81 that constitutes the first absorber portion 75-1 extends in a direction that intersects the X direction and the Y direction within a horizontal plane that is orthogonal to the vertical direction.

That is, the 1st absorber part 75-1 is extended in the direction which cross | intersects X direction and Y direction among the horizontal surface directions orthogonal to a perpendicular direction.
First angle θ ₃ formed by the rod-shaped support member 81 constituting the first absorber portion 75-1 and the Y direction (in other words, the angle formed by the extending direction of the first absorber portion 75-1 and the Y direction) ) Can be, for example, 45 degrees, but is not limited thereto.

The first absorber portion 75-1 includes a first elastic member 83-1, which has the same configuration as the elastic member 83 (see FIG. 8) described above. The first elastic member 83-1 has a flat surface 83-1a that contacts the outer surface 71-2b (first surface) of the cylindrical support member body 71-2.
The first elastic member 83-1 is in contact with the outer surface 71-2b of the cylindrical column member main body 71-2 and is compressed (predetermined) by a predetermined amount in the cylindrical column member main body 71-2. It is arranged outside. As a result, the other end of the first absorber portion 75-1 is supported by the first cylindrical support member 121.

The opening 81-2B of the mounting portion 81-2 that constitutes the first absorber portion 75-1 is inserted into the shaft portion 64 that constitutes the first projecting portion 61, and is relative to the shaft portion 64. The shaft portion 64 is connected by a washer 66 and a nut 67 in a slightly displaceable state.
Accordingly, one end of the first absorber portion 75-1 is connected to the end portion 11A (FIG. 1) located in the vicinity of the first cylindrical column member 121 via the first absorber mounting portion 15-1. (See Fig. 1).

The second absorber portion 75-2 has the same configuration as the absorber portion 75 shown in FIG.
The state shown in FIG. 13 (specifically, the second absorber portion 75-2 is mounted on the first cylindrical column member 121, and the second absorber portion 75-2 is the second absorber mounting portion 15-). 5), the rod-like support member 81 constituting the second absorber portion 75-2 is inserted into two other through holes (not shown) provided in the cylindrical column member 71. ing.
The rod-like support member 81 constituting the second absorber portion 75-2 extends in a direction intersecting the X direction and the Y direction in a horizontal plane perpendicular to the vertical direction.

That is, the 2nd absorber part 75-2 is extended in the direction which cross | intersects X direction and Y direction among the horizontal surface directions orthogonal to a perpendicular direction.
Second angle θ ₄ formed by the rod-shaped support member 81 constituting the second absorber portion 75-2 and the Y direction (in other words, the angle formed by the extending direction of the second absorber portion 75-2 and the Y direction) ) Can be, for example, 45 degrees, but is not limited thereto.
For example, when the first and second angles θ ₃ and θ ₄ are set to 45 degrees, the rod-like support member 81 constituting the second absorber portion 75-2 is a rod-like shape constituting the first absorber portion 75-1. It is orthogonal to the support member 81.

The second absorber portion 75-2 includes a second elastic member 83-2 having the same configuration as the elastic member 83 (see FIG. 8) described above. The 2nd elastic member 83-2 has the flat surface 83-2a which contacts the outer surface 71-2a (2nd surface) of the cylindrical support | pillar member main body 71-2.
The second elastic member 83-2 is in contact with the outer surface 71-2a of the cylindrical strut member main body 71-2 and is compressed (predetermined) by a predetermined amount, and the cylindrical strut member main body 71-2. It is arranged outside. Thereby, the other end portion of the second absorber portion 75-2 is supported by the first cylindrical support member 121.

The opening 81-2B of the mounting portion 81-2 constituting the second absorber portion 75-2 is inserted into the shaft portion 64 (see FIG. 12) constituting the third projecting portion 102, and the The shaft portion 64 is connected to the shaft portion 64 by a washer 66 and a nut 67 while being slightly displaceable with respect to the shaft portion 64.
As a result, one end of the second absorber portion 75-2 is connected to the end 12A (FIG. 1) located in the vicinity of the first cylindrical column member 121 via the second absorber mounting portion 15-2. (See Fig. 1).

  FIG. 15 is an enlarged plan view of the second earthquake-resistant mechanism shown in FIG. In FIG. 15, for the convenience of explanation, the configuration other than the second earthquake-resistant mechanism 112 is also illustrated. 15, the same components as those shown in FIGS. 1 to 14 are denoted by the same reference numerals.

Referring to FIG. 15, the second earthquake-resistant mechanism 112 includes a second cylindrical column member 122, a third absorber portion 75-3, and a fourth absorber portion 75-4.
The second cylindrical column member 122 has the same configuration as the first cylindrical column member 121 shown in FIG. 13, and its lower end is fixed to the floor.
The cylindrical columnar member 71 constituting the second cylindrical columnar member 122 includes an outer surface 71-2a (in this case, a third surface) and an outer surface 71-2b disposed adjacent to the outer surface 71-2a (this A fourth surface). The outer surfaces 71-2a and 71-2b are flat surfaces.

The cylindrical columnar member main body 71-2 constituting the second cylindrical columnar member 122 has two through holes (not shown) into which the rod-shaped member main body 81-1 constituting the third absorber portion 75-3 is inserted. ) And two other through holes (not shown) into which the rod-like member main body 81-1 constituting the fourth absorber portion 75-4 is inserted.
The two through holes are provided at a position lower than the two other through holes in the vertical direction.

The third absorber portion 75-3 has the same configuration as the first and second absorber portions 75-1 and 75-2 shown in FIG.
The state shown in FIG. 15 (specifically, the third absorber portion 75-3 is mounted on the second cylindrical column member 122, and the third absorber portion 75-3 is the first absorber mounting portion 15- 1), the rod-like support member 81 constituting the third absorber portion 75-3 is inserted into two through holes (not shown) provided in the cylindrical column member 71. .
The rod-like support member 81 constituting the third absorber portion 75-3 extends in a direction intersecting the X direction and the Y direction in a horizontal plane orthogonal to the vertical direction.

That is, the 3rd absorber part 75-3 is extended in the direction which cross | intersects X direction and Y direction among the horizontal surface directions orthogonal to a perpendicular direction.
Third angle θ ₅ formed by the rod-shaped support member 81 constituting the third absorber portion 75-3 and the Y direction (in other words, the angle formed by the extending direction of the third absorber portion 75-3 and the Y direction) ) Can be, for example, 45 degrees, but is not limited thereto.

The third absorber portion 75-3 includes a third elastic member 83-3 having the same configuration as the first and second elastic members 83-1 and 83-2 (see FIG. 13) described above. Have. The 3rd elastic member 83-3 has the flat surface 83-3a which contacts the outer surface 71-2a (in this case, 3rd surface) of the cylindrical support | pillar member main body 71-2.
The third elastic member 83-3 is in contact with the outer surface 71-2a of the cylindrical strut member main body 71-2 and is compressed (predetermined) by a predetermined amount in the cylindrical strut member main body 71-2. It is arranged outside. Thereby, the other end of the third absorber portion 75-3 is supported by the second cylindrical support member 122.

The opening 81-2B of the attachment portion 81-2 constituting the third absorber portion 75-3 is inserted into the shaft portion 64 (see FIG. 6) constituting the second protrusion 62, and The shaft portion 64 is connected to the shaft portion 64 by a washer 66 and a nut 67 while being slightly displaceable with respect to the shaft portion 64.
Thereby, one end of the third absorber portion 75-3 is connected to the end 11A (FIG. 1) located near the second cylindrical column member 122 via the first absorber mounting portion 15-1. The other corner portion of (see) is supported.

The fourth absorber portion 75-4 has the same configuration as the first and second absorber portions 75-1 and 75-2 shown in FIG.
The state shown in FIG. 15 (specifically, the fourth absorber portion 75-4 is attached to the second cylindrical column member 122, and the fourth absorber portion 75-4 is the second absorber mounting portion 15-). 5), the rod-like support member 81 constituting the fourth absorber portion 75-4 is inserted into two other through holes (not shown) provided in the cylindrical column member 71. Yes.
The rod-like support member 81 constituting the fourth absorber portion 75-4 extends in a direction intersecting the X direction and the Y direction in a horizontal plane perpendicular to the vertical direction.

That is, the 4th absorber part 75-4 is extended in the direction which cross | intersects X direction and Y direction among the horizontal surface directions orthogonal to a perpendicular direction.
A fourth angle θ ₆ formed by the rod-shaped support member 81 constituting the fourth absorber portion 75-4 and the Y direction (in other words, an angle formed by the extending direction of the fourth absorber portion 75-4 and the Y direction) ) Can be, for example, 45 degrees, but is not limited thereto.
For example, when the third and fourth angles θ ₅ and θ ₆ are set to 45 degrees, the rod-like support member 81 constituting the fourth absorber portion 75-4 is a rod-like shape constituting the third absorber portion 75-3. It is orthogonal to the support member 81.

The fourth absorber portion 75-4 is a fourth elastic member 83 having the same configuration as the first to third elastic members 83-1 to 83-3 (see FIGS. 13 and 15) described above. -4.
The 4th elastic member 83-4 has the flat surface 83-4a which contacts the outer surface 71-2b (in this case, 3rd surface) of the cylindrical support | pillar member main body 71-2.
The fourth elastic member 83-4 is in contact with the outer surface 71-2b of the cylindrical column member main body 71-2, and is compressed (predetermined) by a predetermined amount, and the cylindrical column member main body 71-2. It is arranged outside. As a result, the other end of the fourth absorber portion 75-4 is supported by the second cylindrical column member 122.

The opening 81-2B of the mounting portion 81-2 constituting the fourth absorber portion 75-4 is inserted into the shaft portion 64 (see FIG. 12) constituting the fourth projecting portion 103, and the The shaft portion 64 is connected to the shaft portion 64 by a washer 66 and a nut 67 while being slightly displaceable with respect to the shaft portion 64.
Thereby, one end of the fourth absorber portion 75-4 is connected to the end 12A (FIG. 1) located in the vicinity of the second cylindrical column member 122 via the second absorber mounting portion 15-5. The other corner portion of (see) is supported.

Figure 16 is a side view A ₂ view the placed seismic device between a first power device and the second power device shown in FIG. In FIG. 16, illustration of the 1st and 3rd absorber parts 75-1 and 75-3 and the 1st absorber attachment part 15-1 which comprise the earthquake-resistant apparatus 21 is abbreviate | omitted. In FIG. 16, the same components as those shown in FIGS. 1, 10, 13, and 15 are denoted by the same reference numerals.

Referring to FIG. 16, the first connecting member 113 extends in the Y direction, and the cylindrical column member body 71-2 and the second cylindrical column that constitute the first cylindrical column member 121. The cylindrical support | pillar member main body 71-2 which comprises the member 122 is connected.
The first connecting member 113 has the same configuration as the connecting member 15-4 shown in FIG. 10 (specifically, a configuration having a beam 95 and braces 96, 97). The beam 95 is a member for reducing the force in the compression direction. The braces 96 and 97 are members for reducing the force in the pulling direction.

  Thus, the cylindrical support member main body 71-2 constituting the first cylindrical support member 121 and the cylindrical support member main body 71-2 forming the second cylindrical support member 122 arranged in the Y direction, Since the two cylindrical strut member main bodies 71-2 are integrally configured by having the first connecting member 113 that connects the two, the cylindrical strut member main body 71-2 becomes Y when an earthquake occurs. Displacement in the direction can be suppressed.

  In the first embodiment, as an example, the case where the first connecting member 113 includes the beam 95 and the braces 96 and 97 has been described as an example. However, depending on the purpose, the beam 95 may be used. You may comprise the 1st connection member 113 only.

Figure 17 is a side view A ₃ view of the seismic device shown in FIG. The same components as those shown in FIGS. 1, 2, 7, 9, 13, and 15 are denoted by the same reference numerals.

Referring to FIG. 17, the second connecting member 114 is disposed so as to extend in the X direction, and includes two beams 126 and two braces 127 and 128.
One beam 126 has one end fixed to the upper part of the cylindrical column member body 71-2 constituting the earthquake-resistant mechanism 15-2, and the other end having the cylindrical column member 121 constituting the first cylindrical column member 121. It is being fixed to the upper part of the member main body 71-2. One beam 126 is arranged to extend in the X direction.
One end of the other beam 126 is fixed to the upper part of the cylindrical column member body 71-2 that constitutes the first cylindrical column member 121, and the other beam 126 has a cylindrical column that constitutes the earthquake-resistant mechanism 15-6. It is being fixed to the upper part of the member main body 71-2.
The other beam 126 is arranged at the same height as the one beam 126 so as to extend in the X direction.

One brace 127 is fixed to the upper part of the cylindrical column member body 71-2 constituting the earthquake-resistant mechanism 15-2 so that one end thereof overlaps one end of the one beam 126, and the other end is the first. It is being fixed to the lower part of the cylindrical support | pillar member main body 71-2 of the cylindrical support | pillar member 121. FIG.
One brace 128 has one end fixed to the lower part of the cylindrical column member body 71-2 constituting the earthquake-resistant mechanism 15-2, and the other end overlaps the other end of the one beam 126. The cylindrical column member 121 is fixed to the upper portion of the cylindrical column member body 71-2. Thereby, one brace 127,128 is arrange | positioned so that it may cross | intersect.

The other brace 127 is fixed to the upper part of the cylindrical column member body 71-2 of the first cylindrical column member 121 so that one end thereof overlaps one end of the other beam 126, and the other end is an earthquake-resistant mechanism. It is being fixed to the lower part of the cylindrical support | pillar member main body 71-2 which comprises 15-6.
The other brace 128 has one end fixed to the lower part of the cylindrical column member body 71-2 of the first cylindrical column member 121 and the other end overlapped with the other end of the other beam 126. It is being fixed to the lower part of the cylindrical support | pillar member main body 71-2 which comprises the mechanism 15-6. Thereby, the other braces 127 and 128 are arranged so as to cross each other.

  By including the second connecting member 114 having such a configuration, the cylindrical support members constituting the earthquake-resistant mechanism 15-2, the first earthquake-resistant mechanism 111, and the earthquake-resistant mechanism 15-6 arranged in the X direction. Since the main body 71-2 is integrally formed, it is possible to prevent the cylindrical column member body 71-2 from being displaced in the X direction when an earthquake occurs.

In FIG. 17, as an example, the case where the three cylindrical support member bodies 71-2 arranged in the X direction are connected using the two beams 126 is described as an example. When the number of the first and second power devices 11 and 12 to be performed is small, the three cylindrical support member bodies 71-2 arranged in the X direction may be connected using one beam. In this case, the same effect as that obtained when two beams are used can be obtained.
In the first embodiment, as an example, the case where the second connecting member 113 is configured with two beams 126 and two braces 127 and 128 has been described as an example. The second connecting member 114 may be configured by only two beams 126.

Referring to FIG. 2, the third connecting member 115 is disposed so as to extend in the X direction, and includes two beams 131 and two braces 132 and 133.
One beam 131 has one end fixed to the upper portion of the cylindrical column member body 71-2 constituting the earthquake-resistant mechanism 15-3, and the other end of the cylindrical column member body of the first cylindrical column member 121. It is being fixed to the upper part of 71-2. One beam 131 is disposed so as to extend in the X direction.
One end of the other beam 131 is fixed to the upper part of the cylindrical column member main body 71-2 of the first cylindrical column member 121, and the other end of the cylindrical column member main body constituting the earthquake-resistant mechanism 15-7. It is being fixed to the upper part of 71-2.
The other beam 131 is arranged to extend in the X direction at the same height as the one beam 131.

One brace 132 is fixed to the upper part of the cylindrical column member body 71-2 constituting the earthquake resistant mechanism 15-3 so that one end thereof overlaps one end of the one beam 131, and the other end is the first. It is being fixed to the lower part of the cylindrical support | pillar member main body 71-2 of the cylindrical support | pillar member 121. FIG.
One brace 133 has a first end fixed to the lower part of the cylindrical column member body 71-2 constituting the earthquake-resistant mechanism 15-3, and the other end overlaps the other end of the one beam 131. The cylindrical column member 121 is fixed to the upper portion of the cylindrical column member body 71-2. Thereby, one brace 132,133 is arrange | positioned so that it may cross | intersect.

The other brace 132 is fixed to the upper part of the cylindrical column member body 71-2 of the first cylindrical column member 121 so that one end thereof overlaps one end of the other beam 131, and the other end is an earthquake-resistant mechanism. It is being fixed to the lower part of the cylindrical support | pillar member main body 71-2 which comprises 15-7.
The other brace 133 has one end fixed to the lower portion of the cylindrical column member body 71-2 of the first cylindrical column member 121, and the other end of the other brace 131 is overlapped with the other beam 131. It is being fixed to the lower part of the cylindrical support | pillar member main body 71-2 which comprises the mechanism 15-7. Thereby, the other braces 132 and 133 are arranged so as to cross each other.

  By having the third connecting member 115 configured as described above, a cylindrical support member constituting the earthquake-resistant mechanism 15-3, the second earthquake-resistant mechanism 112, and the earthquake-resistant mechanism 15-7 arranged in the X direction. Since the main body 71-2 is integrally formed, it is possible to prevent the cylindrical column member body 71-2 from being displaced in the X direction when an earthquake occurs.

  As described above, in the first end seismic device 15, the second end seismic device 16, and the seismic device 21 constituting the power device group 10 with the seismic function of the first embodiment, the absorber The mounting portion 81-2 constituting the portion 75 and the first to fourth absorber portions 75-1 to 75-4 to the first absorber mounting portion 15-1 or the second absorber mounting portion 15-5, The elastic member 83 and the first to fourth elastic members 83-1 to 83-4 constituting the absorber portion 75 and the first to fourth absorber portions 75-1 to 75-4 are attached to the outer surface ( Specifically, the first and second electric power devices 11 and 12 are supported so as to be able to be restrained from being displaced by the earthquake motion while being pressed against the outer surface 71-2a or the outer surface 71-2b).

That is, the elastic member 83 and the first to fourth elastic members 83-1 to 83-4 are pressed against the first and second electric power devices 11 and 12, and the first and second electric power devices due to the earthquake motion. The displacement of the first and second electric power devices 11 and 12 due to the earthquake motion is supported so as to be able to be suppressed by the pulling force, not the structure for suppressing the displacement of the 11 and 12.
For this reason, the bolt part for fixing the absorber part generated when the structure which suppresses the displacement of the 1st and 2nd electric power apparatus 11 and 12 by pressing an elastic member with respect to an electric power apparatus is applied. Therefore, it is possible to extend the life of the absorber portion 75 and the first to fourth absorber portions 75-1 to 75-4.

Moreover, in the said earthquake-resistant apparatus 21, the angle which the extension direction of the absorber part 75 which comprises the earthquake-resistant mechanism 15-2,15-3,15-6,15-7, and a Y direction, the 1st absorber part 75- A first angle θ ₃ formed by one extending direction and the Y direction (in other words, the second straight line L ₂ ), and a second angle formed by the extending direction of the second absorber portion 75-2 and the Y direction. A third angle θ ₅ formed by the angle θ ₄ , the extending direction of the third absorber portion 75-3 and the Y direction, and a fourth angle formed by the extending direction of the fourth absorber portion 75-4 and the Y direction. The angle θ ₆ is preferably an equal angle (in other words, the same angle) (see FIGS. 7, 9, 13, and 15).

As described above, the angle formed by the extending direction of the absorber portion 75 constituting the earthquake-resistant mechanisms 15-2, 15-3, 15-6, and 15-7 and the Y direction, and the first to fourth angles θ ₃ to. By configuring so that θ ₆ is equal, when the first and second power devices 11 and 12 are shaken due to an earthquake, the load received by the first and second cylindrical support members 121 and 122 in the X direction And in the Y direction.
Thereby, since it becomes difficult to damage the 1st and 2nd cylindrical support | pillar members 121 and 122, lifetime improvement of the 1st and 2nd cylindrical support | pillar members 121 and 122 can be achieved.

Specifically, the angle formed between the extending direction of the absorber portion 75 constituting the earthquake-resistant mechanisms 15-2, 15-3, 15-6, and 15-7 and the Y direction, and the first to fourth angles θ _3. ˜θ ₆ may be 45 degrees, for example.
As described above, the angle formed by the extending direction of the absorber portion 75 constituting the earthquake-resistant mechanisms 15-2, 15-3, 15-6, and 15-7 and the Y direction, and the first to fourth angles θ ₃ to. By setting θ ₆ to 45 degrees, it is possible to receive a load evenly in the X direction and the Y direction when earthquake motion occurs, so that the load can be evenly distributed in the X direction and the Y direction.

Also, the first plate-like member 51 fixed on the end portion 11A of the first power device 11 protrudes above the first plate-like member 51, and one end portion of the first absorber portion 75-1. A first protrusion 61 connected to the first plate-like member 51, and a second protrusion 62 that protrudes above the first plate-like member 51 and to which one end of the third absorber 75-3 is connected. The second plate-like member 101, which is fixed on the first absorber mounting portion 15-1 and the end portion 12 </ b> A of the second power device 12 and is thicker than the thickness of the first plate-like member 51, second Projecting above the plate-like member 101, projecting above the second projecting member 101, the third projecting portion 102 connected to one end of the second absorber portion 75-2, and the fourth 2nd absorber containing the 4th protrusion part 103 to which one edge part of the absorber part 75-4 is connected Ri and attaching portion 15-5, to have a even when the height of the first and second power devices that are adjacently arranged in H _1, H ₂ are the same, the first and second tubular strut Without increasing the size of the cylindrical column member body 71-2 constituting the members 121 and 122, the seismic device 21 can suppress the displacement of the first and second power devices 11 and 12 due to the earthquake motion in the first state. The end portions 11A and 12A of the first and second power devices 11 and 12 can be supported (see FIGS. 1 to 17).

In the first embodiment, as an example, the case where the thickness of the second plate-like member 101 is made thicker than the thickness of the first plate-like member 51 is described as an example. When the heights H ₁ and H _{2 of} the second power devices 11 and 12 are the same, the thickness of the first plate-like member 51 and the thickness of the second plate-like member 101 need only be different. And it is not limited to the relationship of the thickness of the 1st and 2nd plate-shaped members 51 and 101 shown in FIG.
For example, the thickness of the first plate member 51 may be made thicker than that of the second plate member 101. Also in this case, the same effect as that obtained when the thickness of the second plate-like member 101 is made larger than the thickness of the first plate-like member 51 can be obtained.

  In addition, the first elastic member 83-is arranged outside the cylindrical column member body 71-2 so as to be in contact with the outer surface 71-2a of the cylindrical column member body 71-2 constituting the first cylindrical column member 121. 1 is arranged, and the second elastic member is placed on the outer side of the cylindrical column member body 71-2 so as to come into contact with the outer surface 71-2b of the cylindrical column member body 71-2 constituting the first cylindrical column member 121. The member 83-2 is arranged, and the outer side of the cylindrical column member body 71-2 is in contact with the outer surface 71-2a of the cylindrical column member body 71-2 constituting the second cylindrical column member 122. 3 of the cylindrical strut member main body 71-2 is arranged so as to be in contact with the outer surface 71-2b of the cylindrical strut member main body 71-2 constituting the second cylindrical strut member 122. By disposing the fourth elastic member 83-4 on the outside, the first to fourth elastic members 83 are disposed. Compared with the case where 1-83-4 is arrange | positioned in the cylindrical support | pillar member main body 71-2, while being able to perform construction and a maintenance of the earthquake-resistant apparatus 21, it is the 1st and 2nd cylindrical support | pillar. The cylindrical strut member main body 71-2 constituting the members 121 and 122 can be downsized.

FIG. 18 is a plan view schematically showing a state in which the structure in which the earthquake-resistant mechanism shown in FIG. 1 is arranged at the four corners of the first power device receives a load F (maximum load value) in one direction. It is. In FIG. 18, the same components as those of the structure shown in FIG. The white arrow shown in FIG. 18 indicates the direction of the load F (the maximum value of the load) received by the first power device 11.
FIG. 19 is a plan view for explaining the magnitude of the reaction received by each absorber section constituting the structure shown in FIG. 19, the same components as those in the structure shown in FIG. In FIG. 19, dotted arrows indicate the extending directions of the absorber portions 75 constituting the earthquake resistant mechanisms 15-2 and 15-3, and solid arrows indicate the earthquake resistant mechanisms 15-6 and 15-7. The direction of the reaction which an absorber part receives (in other words, the extension direction of the absorber part 75 which comprises the earthquake-resistant mechanism 15-6, 15-7) is shown.

  Here, with reference to FIG.18 and FIG.19, the absorber part which comprises the earthquake-resistant mechanism 15-2, 15-3, 15-6, 15-7 arrange | positioned at four corner | angular parts of the 1st electric power apparatus 11 The angle formed by the extending direction of 75 and the Y direction is 45 degrees and the first power device 11 receives a load F (maximum value of load) in the direction of the white arrow, The magnitude | size of the reaction which each absorber part 75 which comprises 15-3, 15-6, 15-7 receives is demonstrated.

When the first power device 11 receives a load F in the direction shown in FIGS. 18 and 19, the direction opposite to the direction in which the load F is applied (the direction of the arrow with hatched hatching inside shown in FIG. 19). ), A reaction F having the same magnitude as the load F occurs.
At this time, no reaction occurs in the absorber portion 75 constituting the earthquake-resistant mechanisms 15-2 and 15-3. On the other hand, a reaction of F / √2 occurs in the absorber portions 75 constituting the earthquake-resistant mechanisms 15-6 and 15-7, respectively.

FIG. 20 shows six cylinders when a load F (maximum load) is generated in the X direction in which the first and second power devices constituting the power device group with the earthquake resistance function of the first embodiment are separated. It is a top view which shows typically the force which a cylindrical support | pillar member main body receives.
FIG. 21 shows a load F (maximum) in the right direction (X direction) on the paper surface of FIG. 21 in a state where the first and second power devices constituting the group of power devices with earthquake-resistant function according to the first embodiment are viewed in plan. It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive when load occurs.
FIG. 22 shows six cylindrical shapes when a load F (maximum load) is generated in the X direction approaching the first and second power devices that constitute the group of power devices with seismic functions of the first embodiment. It is a top view which shows typically the force which a support | pillar member main body receives.
FIG. 23 shows a load F (maximum load) in the downward direction (Y direction) of FIG. 23 in a state where the first power device constituting the power device group with the earthquake resistance function of the first embodiment is viewed in plan. The load F (maximum load) was generated in the upward direction (Y direction) on the paper surface of FIG. 23 in a state where the second power device constituting the power device group with the earthquake resistance function of the first embodiment was viewed in plan. It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive in the case.
FIG. 24 shows a load F (maximum) in the upward direction (Y direction) on the paper of FIG. 24 in a state where the first and second power devices constituting the group of power devices with an earthquake resistance function of the first embodiment are viewed in plan. It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive when producing (load).
FIG. 25 shows a load F (maximum load) in the left direction (X direction) of FIG. 25 in a state where the first power device constituting the power device group with the earthquake resistance function of the first embodiment is viewed in plan. The load F (maximum load) was generated in the upward direction (Y direction) on the paper surface of FIG. 25 in a state where the second power device constituting the power device group with the earthquake resistance function of the first embodiment was viewed in plan. It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive in the case.
FIG. 26 shows the load F (maximum load) in the right direction (X direction) on the paper of FIG. 26 in a state where the first power device constituting the power device group with earthquake-resistant function according to the first embodiment is viewed in plan. The load F (maximum load) was generated in the upward direction (Y direction) on the paper of FIG. 26 in a state where the second power device constituting the power device group with the earthquake resistance function of the first embodiment was viewed in plan. It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive in the case.

20 to 26, the same components as those shown in FIGS. 1 to 17 are denoted by the same reference numerals.
20 to 26, the direction of the load F generated in the first electric power device 11 is indicated by an arrow with a dark satin, and the cylindrical column member body 71-2 caused by the load F indicated by the dark satin is received. The force is indicated by a dark satin arrow (the magnitude of the force is indicated in the arrow), the direction of the load F generated in the second power device 12 is indicated by an arrow with a thin satin, and the load F indicated by a thin satin The force that the resulting cylindrical column member body 71-2 receives is indicated by a thin satin arrow (the magnitude of the force is indicated in the arrow).

Next, referring to FIG. 20 to FIG. 26, the magnitude of the force received by the six cylindrical support member main bodies 71-2 due to the difference in the direction of the load F received by the first and second power devices 11 and 12. The length and direction will be described.
Referring to FIG. 20, when a load F (maximum load) is generated in the X direction in which the first and second power devices 11 and 12 are separated from each other, a force having a magnitude described in the arrow is indicated in the direction indicated by the arrow. Is applied, and all the forces that each cylindrical column member body 71-2 receives from the X direction and the Y direction are cancelled. In this case, the six cylindrical support member main bodies 71-2 receive no force.

Referring to FIG. 21, when a load F (maximum load) is generated in the right direction (X direction) of the sheet of FIG. 21 in a state where the first and second power devices 11 and 12 are viewed in plan, each cylindrical support column The force received by the member main body 71-2 from the Y direction is canceled, but the force received in the X direction is combined and increased.
For this reason, each cylindrical support | pillar member main body 71-2 receives the force of the magnitude | size of the maximum F / 3 in the right direction (X direction) of the paper surface of FIG.

  Referring to FIG. 22, when a load F (maximum load) is generated in the X direction in which the first and second power devices 11 and 12 approach each other, each cylindrical column member body 71-2 receives from the X direction and the Y direction. All forces are canceled. In this case, the six cylindrical support member main bodies 71-2 receive no force.

  Referring to FIG. 23, a load F (maximum load) is generated in a downward direction (Y direction) on the paper surface of FIG. 23 in a state where the first power device 11 is viewed in plan, and the second power device 12 is viewed in plan. If a load F (maximum load) is generated in the upward direction (Y direction) in FIG. 23 in the state, all the forces received by each cylindrical column member body 71-2 from the X direction and the Y direction are cancelled. In this case, the six cylindrical support member main bodies 71-2 receive no force.

Referring to FIG. 24, when a load F (maximum load) is generated in the upward direction (Y direction) of the sheet of FIG. 24 in a state where the first and second power devices 11 and 12 are viewed in plan, each cylindrical support column Although the force received by the member main body 71-2 from the X direction is canceled, the force received in the Y direction is synthesized and increased.
For this reason, each cylindrical support | pillar member main body 71-2 receives the force of the magnitude | size of the maximum F / 3 to the upper direction (Y direction) of the paper surface of FIG.

Referring to FIG. 25, a load F (maximum load) is generated in the left direction (X direction) of the paper surface of FIG. 25 in a state where the first power device 11 is viewed in plan, and the second power device 12 is viewed in plan. When a load F (maximum load) is generated in the upward direction (Y direction) in FIG. 25 in the state, F / 6 forces are respectively applied to the cylindrical support members in the upward direction (Y direction) and the left direction (X direction). Applied to the main body 71-2.
As a result, a force of (F * √2) / 6 is applied to the cylindrical column member body 71-2 in the direction of 45 degrees obliquely upward to the left.

Referring to FIG. 26, a load F (maximum load) is generated in the right direction (X direction) on the paper surface of FIG. 26 in a state where the first power device 11 is viewed in plan, and the second power device 12 is viewed in plan. When a load F (maximum load) is generated in the upward direction (Y direction) in FIG. 26 in the state, F / 6 forces are respectively applied in the upward direction (Y direction) and the right direction (X direction). Applied to the main body 71-2.
As a result, a force of (F * √2) / 6 is applied to the cylindrical column member body 71-2 in the direction of 45 degrees obliquely upward to the right (an angle formed with the X direction).

From the above-described results (results shown in FIGS. 20 to 26), the connecting members 15-6, the first connecting member 113, and the second connecting member 114 that connect the six cylindrical support member main bodies 71-2. And the third connecting member 115, the force received by each cylindrical column member body 71-2 even when the first and second power devices 11, 12 receive the load F in the X direction and the Y direction. (Force caused by the load F) can be reduced.
Further, from the results shown in FIGS. 20 to 26, when the load F is generated in the same direction in the first and second power devices 11 and 12, the force received by the cylindrical column member body 71-2 is the largest (specifically). (It will be F / 3).

  In addition, the electric power apparatus with an earthquake resistance function (henceforth "the electric power apparatus S with an earthquake resistance function" which has the structure shown in FIG. 18, the connection member 15-4, the 2nd connection member 114, and the 3rd connection member 115. In this case, when a load F is generated in one direction of the first electric power device 11, the force applied to each cylindrical column member main body 71-2 is F / 4 at the maximum.

Here, in the power device (hereinafter referred to as “power device T”) having the same configuration as the first and second power devices 11 and 12 shown in FIG. In such a state, three, four, five, six, seven, eight, nine, ten, and twenty power devices T are arranged in the X direction with a predetermined interval. Nine components configured by applying the first end seismic device 15, the second end seismic device 16, and the seismic device 21 shown in FIG. 1 to a power device group including a plurality of power devices T. Calculate the maximum load that the cylindrical support member body 71-2 receives when the load F is received in the same direction by a plurality of power devices T constituting the power device group with the earthquake resistance function for the power device group with the earthquake resistance function. did.
At this time, the load F was set to 100 and the maximum load was calculated | required by the following (1) formula.
Maximum load = (50 × number of power devices T) / (number of cylindrical support member bodies / 2) (1)
The results are shown in Table 1.

Further, in Table 1, using 25 (= 100/4) which is the maximum load of the cylindrical column member main body 71-2 constituting the power device S with an earthquake resistance function when the load F is set to 100, Table 1 is used. The cylindrical strut member in the case of arranging three, four, five, six, seven, eight, nine, ten, and twenty power devices T by dividing the maximum load shown Strength required for the main body 71-2 (specifically, when the strength of the cylindrical strut member main body 71-2 constituting the earthquake-resistant mechanism 15-2, 15-3, 15-6, 15-7 is 1) It is shown as a value indicating how much strength is required).
Normally, seven power devices T are rarely connected, and an example in which more than eight power devices T are arranged has not been confirmed. In general, three or four power devices T are often arranged.

Referring to Table 1, the strength required for the cylindrical strut member main body 71-2 when 20 power devices T are arranged is the cylindrical strut member main body 71-2 constituting the power device S with an earthquake resistance function. It can be seen that it is smaller than 2.0 times the required strength.
Therefore, the strength of the cylindrical support member main body 71-2 (see FIGS. 13 and 15) constituting the seismic resistance device 21 shown in FIG. It can be seen that about twice the strength is sufficient.
In practice, about 2 to 4 power devices T are often arranged, and the arrangement of 5 or more devices is rare.
For example, when four power devices T are connected, it may be about 1.6 times the strength of the cylindrical support member main body 71-2 constituting the power device S with an earthquake resistance function. It is particularly effective.
Moreover, the improvement of the intensity | strength of the cylindrical support | pillar member main body 71-2 which comprises the seismic resistance apparatus 21 increases the thickness of this cylindrical support | pillar member main body 71-2, or uses a high intensity | strength material, for example. Can be realized.

According to the earthquake-proof device of the first embodiment, the second power device 12 is opposed to the upper portion of the first and second power devices 11 and 12 arranged in the X direction with a predetermined interval. The seismic device 21 that supports the end portion 11A of the first power device 11 and the end portion 12A of the second power device 12 that faces the first power device 11, in a plan view, passes through the first intermediate position C ₃ straight lines L ₁ connecting the center position C ₁ of the first power device 11 and the center position C ₂ of the second power device 12, and a second straight line perpendicular to the X direction On L ₂ , the first and second cylindrical support members 121, 122 are arranged opposite to each other via the intermediate position C ₃ , extend in the vertical direction, and have their lower ends fixed, and one end is If one corner of the end portion 11A located in the vicinity of the first cylindrical support member 121 is supported, The other end portion of the first absorber portion 75-1 supported by the first cylindrical column member 121, and one end portion of the end portion 12 </ b> A located in the vicinity of the first cylindrical column member 121. While supporting one corner | angular part, the other edge part is the 2nd absorber part 75-2 supported by the 1st cylindrical support | pillar member 121, and one end part of the 2nd cylindrical support | pillar member 122 While supporting the other corner portion of the end portion 11A located in the vicinity, the other end portion is supported by the second cylindrical column member 122, the third absorber portion 75-3, and one end portion is the first end portion. 4th absorber part 75-4 which supported the other corner | angular part of the edge part 12A located in the vicinity of the 2nd cylindrical support | pillar member 122, and was supported by the 2nd cylindrical support | pillar member 122 at the other end. And the first and second cylindrical support members 121 and 122 each extend in the vertical direction. The cylindrical column member body 71-2 is provided outside the space disposed between the first power device 11 and the second power device 12. A seismic device is provided that is characterized by being arranged.

  By setting it as the said structure, the other edge part of the 1st absorber part 75-1 which supports one corner | angular part of the edge part 11A (in other words, edge part of the 1st electric power apparatus 11), and edge part 12A (In other words, the other end portion of the second power device 12) is supported by the first cylindrical support member 121 at the other end portion of the second absorber portion that supports one corner portion of the second power device 12, and the other end portion 11A. The other end portion of the third absorber portion 75-3 supporting the corner portion of the second portion and the other end portion of the fourth absorber portion 75-4 supporting the other corner portion of the end portion 12A are connected to the second cylinder. Since it is supported by the cylindrical support members 122, it is possible to reduce the number of the four cylindrical support members conventionally required between the first and second power devices 11 and 12 to two.

  Thereby, compared with the case where the four conventional cylindrical support | pillar members are arrange | positioned, the area where the 1st and 2nd cylindrical support | pillar members 121 and 122 are arrange | positioned can be narrowed.

Moreover, when the 1st thru | or 4th absorber parts 75-1 to 75-4 are the members extended in one direction, it was arrange | positioned between the 1st electric power apparatus 11 and the 2nd electric power apparatus 12. By arranging the first and second cylindrical column members 121 and 122 outside the space, the first and second cylindrical column members 121 and 122 can be arranged sufficiently apart from each other in the X direction. The angle θ _{3 to} θ ₆ formed by the extending direction of the first to fourth absorber portions 75-1 to 75-4 and the second straight line L ₂ is set in the space in the first and second directions. The first to fourth absorbers can be made smaller than the case where the cylindrical support members 121 and 122 are arranged (that is, even if the distance between the first power device 11 and the second power device 12 is narrow). Part 75-1 to 75-4 can be arranged) It is possible to narrow the first power device 11 and the interval between the second power devices 12 (predetermined intervals).
That is, when the present invention is applied to a plurality of power devices arranged in a predetermined direction (first and second power devices 11 and 12 in the case of the first embodiment), the installation area of the seismic device 21 is narrowed. be able to.
Specifically, even when the distance between the first power device 11 and the second power device 12 is 300 mm, the earthquake resistant device 21 can be arranged.

In the first embodiment, as an example, the longitudinal direction of the power devices (specifically, the first power device 11, the second power device 12, and the power device T) and the arrangement direction of the power devices However, the arrangement method of the power devices is not limited to this.
For example, a plurality of power devices may be arranged so that the short direction of the plurality of power devices coincides with the arrangement direction of the power devices. In this case, the same effect as that of the first embodiment is obtained. be able to.

In the first embodiment, the case where the angles of the first to fourth angles θ _{3 to} θ ₆ are made equal is described as an example, but the first to fourth absorber portions 75-1 to 75-1 are used. 75-4 may be arranged such that the first angle θ ₃ and the third angle θ ₅ are equal, and the second angle θ ₄ and the fourth angle θ ₆ are equal.

(Second Embodiment)
FIG. 27 is a plan view of a group of power devices with a seismic function having the seismic device according to the second embodiment of the present invention and the first and second power devices having different heights. In FIG. 27, the same components as those shown in FIGS.
Figure 28 is a side view A ₁ viewed seismic function power device group shown in FIG. 27. 28, the same components as those shown in FIGS. 1 to 17 and FIG. 27 are denoted by the same reference numerals.
27 and 28, the second power device 131 having a height different from that of the first power device 11 and having the width in the X direction and the width in the Y direction equal to that of the first power device 11 is used. The case is illustrated as an example.

  Referring to FIGS. 27 and 28, the power device group 130 with the seismic function of the second embodiment is the second power device constituting the power device group 10 with the seismic function described in the first embodiment. 12, in place of the second end seismic device 16 and the seismic device 21, except for having a second power device 131, a second end seismic device 132, and a seismic device 134. The configuration is the same as that of the power device group 10.

The second power device 131 has a power device main body 136 having a height lower than that of the power device main body 31 constituting the second power device 12 (see FIG. 2) described in the first embodiment. The second power device 12 is configured in the same manner.
That is, the height H ₃ of the second power device 131 is configured to be lower than the height H _{1 of} the first power device 11.
When a transformer is used as the first power device 11, for example, a transformer can be used as the second power device 131.

The second end seismic device 132 is replaced with the second absorber mounting portion 15-5 constituting the second end seismic device 16 (see FIG. 1) described in the first embodiment. Except having the 1st absorber attachment part 15-1, it is comprised similarly to the 2nd earthquake proof apparatus 16 for edge parts.
The seismic device 134 is the second except that it has a first absorber mounting portion 15-1 instead of the second absorber mounting portion 15-5 constituting the seismic device 12 described in the first embodiment. It is comprised similarly to the earthquake-resistant apparatus 16 for edge parts.

  As described above, when the heights of the first and second power devices 11 and 131 constituting the power device group 130 with the earthquake resistance function are different (in other words, the two power devices 11 that are arranged adjacent to each other, 131), the first to fourth absorber portions 75-1 to 75-1 are used by using only the first absorber mounting portion 15-1 without using the second absorber mounting portion 15-5. 75-4 and the absorber part 75 can be connected.

  The seismic device 134 of the second embodiment having the above-described configuration is similar to the effect of the seismic device 21 of the first embodiment (specifically, applied to a plurality of power devices arranged in a predetermined direction). In this case, it is possible to obtain an effect that the installation area of the earthquake-resistant device 134 can be narrowed.

In the second embodiment, as an example, the first direction and the arrangement direction (in this case, the X direction) of the first and second power devices 11 and 131 having different heights coincide with each other. In addition, the case where the second power devices 11 and 131 are arranged has been described as an example, but the arrangement direction of the first and second power devices 11 and 131 is not limited to this.
For example, the first and second power devices 11 and 131 may be arranged so that the short direction of the first and second power devices 11 and 131 having different heights matches the arrangement direction. In this case, the same effect as in the second embodiment can be obtained.

  Furthermore, in the second embodiment, as an example, the case where the first and second power devices 11 and 131 having different heights are arranged one by one has been described as an example, but the heights are different. Three or more power devices may be arranged. In this case, the same effect as that of the seismic device 134 of the second embodiment can be obtained.

In the second embodiment, the second power device 131 having a height different from that of the first power device 11 and having the same width in the X direction and the width in the Y direction as the first power device 11 is used. However, instead of the second power device 131, the height is different from that of the first power device 11, and the width in the X direction and the width in the Y direction are the first power devices. A second power device (not shown) different from 11 may be used.
In this case, the first to fourth absorber portions 75-1 to 75-4 have, for example, the first angle θ ₃ and the third angle θ ₅ equal, and the second angle θ ₄ and the fourth angle It may be arranged so that the angle θ ₆ is equal.
In the second embodiment, as an example, the case where the height of the second power device 131 is lower than the height of the first power device 11 has been described as an example. The height of the second power device 131 may be made higher than the height of 11.

FIG. 29 shows that a load F (maximum load) is generated in a direction away from the second power device in the first power device that constitutes the seismic function-equipped power device group of the second embodiment, and the second power It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive when load F / 2 (maximum load) arises in the direction away from a 1st electric power apparatus at an apparatus.
FIG. 30 shows a load F (maximum load) in the right direction (X direction) of FIG. 30 in a state where the first power device constituting the power device group with an earthquake resistance function of the second embodiment is viewed in plan. When the load F / 2 (maximum load) is generated in the right direction (X direction) of the sheet of FIG. 30 with the second power device viewed in plan, the six cylindrical support member bodies receive It is a top view which shows a force typically.
FIG. 31 shows that a load F (maximum load) is generated in a direction toward the second power device in the first power device that constitutes the seismic function-equipped power device group of the second embodiment, and the second power device. It is a top view which shows typically the force which six cylindrical support | pillar member main bodies receive when load F / 2 (maximum load) arises in the direction which goes to 1st electric power equipment.
FIG. 32 shows a load F (maximum load) in the downward direction (Y direction) of FIG. 32 in a state where the first power device constituting the group of seismic power devices of the second embodiment is viewed in plan. When the load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 32 in a state where the second power device is viewed in plan, the six cylindrical strut member main bodies receive it. It is a top view which shows a force typically.
FIG. 33 shows a load F (maximum load) in the upward direction (Y direction) of FIG. 33 in a state where the first power device constituting the power device group with earthquake-resistant function of the second embodiment is viewed in plan. When the load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 33 with the second power device in plan view, the six cylindrical support member bodies receive It is a top view which shows a force typically.
FIG. 34 shows a load F (maximum load) in the left direction (X direction) of FIG. 34 in a state where the first power device constituting the power device group with earthquake-resistant function of the second embodiment is viewed in plan. When the load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 34 with the second power device in plan view, the six cylindrical strut member bodies receive It is a top view which shows a force typically.
FIG. 35 shows a load F (maximum load) in the right direction (X direction) of FIG. 35 in a state where the first power device constituting the power device group with earthquake-resistant function according to the second embodiment is viewed in plan. When the load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 35 with the second power device in plan view, the six cylindrical strut member bodies receive It is a top view which shows a force typically.

29 to 35, the same components as those shown in FIGS. 27 and 28 are denoted by the same reference numerals.
29 to 35, the direction of the load F generated in the first electric power device 11 is indicated by an arrow with a dark satin, and the cylindrical column member body 71-2 caused by the load F indicated by the dark satin is received. The load is indicated by a dark satin arrow (the magnitude of the force is indicated in the arrow), the direction of the load F / 2 generated in the second power device 131 is indicated by an arrow with a thin satin finish, and the load indicated by a thin satin finish The force received by the cylindrical column member body 71-2 due to F / 2 is indicated by a thin satin arrow (the magnitude of the force is indicated in the arrow).

Next, referring to FIG. 29 to FIG. 35, six cylindrical strut member main bodies 71-2 depending on the magnitude of the load received by the first and second power devices 11, 131 and the direction in which the load acts. The magnitude and direction of the force received by will be described.
Referring to FIG. 29, a load F (maximum load) is generated in the first power device 11 in a direction away from the second power device 131, and the second power device 131 is separated from the first power device 11. When a load F / 2 (maximum load) is generated in the direction to be applied, a force having a magnitude described in the arrow is applied in the direction indicated by the arrow.
In this case, each cylindrical support member main body 71-2 receives a force of F / 12 in the left direction (X direction) of the paper surface of FIG.

Referring to FIG. 30, a load F (maximum load) is generated in the right direction (X direction) on the paper surface of FIG. 27 in a state where the first power device 11 is viewed in plan, and the second power device 131 is viewed in plan. When a load F / 2 (maximum load) is generated in the right direction (X direction) of the paper surface of FIG. 27 in this state, a force having a magnitude described in the arrow is applied in the direction indicated by the arrow.
In this case, each cylindrical support member main body 71-2 receives a force of F / 4 in the right direction (X direction) of the paper surface of FIG.

Referring to FIG. 31, a load F (maximum load) is generated in the first power device 11 in the direction toward the second power device 131 and the second power device 131 is directed in the direction toward the first power device 11. When a load F / 2 (maximum load) is generated, a force having a magnitude described in the arrow is applied in the direction indicated by the arrow.
In this case, each cylindrical support member main body 71-2 receives a force of F / 12 in the right direction (X direction) of the paper surface of FIG.

Referring to FIG. 32, a load F (maximum load) is generated in the downward direction (Y direction) of the sheet of FIG. 32 in a state where the first power device 11 is seen in plan view, and the second power device 131 is seen in plan view. When a load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 32 in this state, a force having a magnitude described in the arrow is applied in the direction indicated by the arrow.
In this case, each cylindrical support member main body 71-2 receives a force of F / 12 in the downward direction (Y direction) in FIG.

Referring to FIG. 33, a load F (maximum load) is generated in the upward direction (Y direction) of the sheet of FIG. 33 in a state where the first power device 11 is viewed in plan, and the second power device 131 is viewed in plan. When a load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 33 in this state, a force having a magnitude described in the arrow is applied in the direction indicated by the arrow.
In this case, each cylindrical support member main body 71-2 receives a force of F / 4 in the upward direction (Y direction) in FIG.

Referring to FIG. 34, a load F (maximum load) is generated in the left direction (X direction) of the paper surface of FIG. 34 in a state where the first power device 11 is viewed in plan, and the second power device 131 is viewed in plan. When a load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 27 in this state, a force having a magnitude described in the arrow is applied in the direction indicated by the arrow.
In this case, each cylindrical column member body 71-2 receives a force of F / 12 in the upward direction (Y direction) of the paper surface of FIG. 34, and F / in the left direction of the paper surface of FIG. 34 (X direction). Receive 6 powers.
That is, for example, when F is 100, each cylindrical strut member main body 71-2 applies a force of 18.63 in the upper left direction of the paper of FIG. 34 (the angle formed with the X direction is 26.57 degrees). receive.

Referring to FIG. 35, a load F (maximum load) is generated in the right direction (X direction) of the paper surface of FIG. 35 in a state where the first power device 11 is viewed in plan, and the second power device 131 is viewed in plan. When a load F / 2 (maximum load) is generated in the upward direction (Y direction) in FIG. 27 in this state, a force having a magnitude described in the arrow is applied in the direction indicated by the arrow.
In this case, each cylindrical column member main body 71-2 receives a force of F / 12 in the upward direction (Y direction) in FIG. 35, and F / F in the right direction (X direction) in FIG. Receive 6 powers.
That is, for example, when F is 100, each cylindrical support member main body 71-2 exerts a force of 18.63 in the upper right direction of the paper surface of FIG. 35 (the direction formed by the X direction is 26.57 degrees). receive.

From the above-described results (results shown in FIGS. 29 to 35), the connecting member 15-4, the first connecting member 113, the second connecting member 114, which connect the six cylindrical strut member main bodies 71-2, And the third connecting member 115 allows the cylindrical strut member main body 71-2 to receive a force (load) even when the first and second power devices 11, 131 receive a load in the X direction and the Y direction. It can be seen that the force caused by
Further, from the results shown in FIG. 29 to FIG. 35, when a load is generated in the same direction on the first and second electric power devices 11 and 131, the force received by the cylindrical column member body 71-2 becomes the largest (specifically Will be F / 4).

  The preferred embodiments of the present invention have been described in detail above, but the present invention is not limited to such specific embodiments, and within the scope of the present invention described in the claims, Various modifications and changes are possible.

For example, the present invention can also be applied to a transformer vibration damping device disclosed in Japanese Patent Laying-Open No. 2013-211510 (Patent Document 1).
In the first and second embodiments, the first to fourth elastic members 83-1 to 83-4 are arranged outside the cylindrical support member main body 71-2 (FIGS. 13 and 13). 15 and FIG. 27 (however, in FIG. 27, reference numerals 83-1 to 83-4 are not attached to the first to fourth elastic members). On the inner side of the column member body 71-2, the inner surface of the cylindrical column member body 71-2 and two elastic members (specifically, the first and second elastic members 83-1, 83-2, or The third and fourth elastic members 83-3 and 83-4) may be in contact with each other.

  The present invention can be applied to a seismic device used when a plurality of power devices are arranged in a predetermined direction.

DESCRIPTION OF SYMBOLS 10,130 ... Power equipment group with an earthquake-resistant function, 11 ... 1st power equipment, 11A, 11B, 12A, 12B ... End part, 12 ... 2nd power equipment, 13 ... Floor, 13a ... Floor surface, 15 ... First 1 end seismic resistance device, 15-1 ... first absorber mounting portion, 15-2, 15-3, 15-6, 15-7 ... earthquake resistance mechanism, 15-4 ... connecting member, 15-5 ... first 2 absorber mounting parts, 16 ... second end seismic resistance device, 21, 134 ... seismic resistance device, 31, 136 ... power equipment main body, 32 ... main body support part, 34 ... leg part, 35 ... rectangular member, 37 ... Rectangular member main body, 37a ... upper surface, 41 to 48, 51A to 51D, 71-1A, 71-3A ... screw hole, 51 ... first plate member, 51a, 101a ... front surface, 51b, 101b ... back surface, 53, 55, 72 ... bolts, 54, 56, 66 ... washers, 6 ... 1st protrusion part, 62 ... 2nd protrusion part, 64 ... Shaft part, 65 ... Base part, 67 ... Nut, 71 ... Cylindrical support | pillar member, 71A ... Diagonal line, 71-1 ... Fixed part, 71-2a , 71-2b ... outer surface, 71-2 ... cylindrical column member body, 71-3 ... connecting member mounting plate, 71-4 ... upper mounting portion, 71-5 ... lower mounting portion, 75 ... absorber portion, 75-1 ... 1st absorber part, 75-2 ... 2nd absorber part, 75-3 ... 3rd absorber part, 75-4 ... 4th absorber part, 81 ... Rod-shaped support member, 81-1 ... Rod-shaped member main body , 81-2 ... mounting portion, 81-2A ... cylindrical portion, 81-2B ... opening, 83 ... elastic member, 83-1 ... first elastic member, 83-2 ... second elastic member, 83- 3 ... 3rd elastic member, 83-4 ... 4th elastic member, 83a, 83-1a, 83- a, 83-3a, 83-4a, 83b ... flat surface, 85 ... presser plate, 86 ... special washer, 88 ... washer, 89 ... type 1 nut, 91 ... type 3 nut, 95, 126 ... beam, 96, 97 , 127, 128 ... braces, 101 ... second plate-like member, 102 ... third protrusion, 104 ... fourth protrusion, 111 ... first earthquake resistant mechanism, 112 ... second earthquake resistant mechanism, 113 ... 1st connection member, 114 ... 2nd connection member, 115 ... 3rd connection member, 121 ... 1st cylindrical support member, 122 ... 2nd cylindrical support member, 131 ... 2nd electric power equipment, 132 ... second end seismic device, B ₁ ... first area, B ₂ ... second area, C ₁ , C ₂ ... center position, C ₃ ... intermediate position, H _{1 to} H ₃ ... height , L ₁ ... first line, L ₂ ... second line, θ ₁ , θ ₂ ... angle, θ ₃ ... First angle, θ ₄ ... Second angle, θ ₅ ... Third angle, θ ₆ ... Fourth angle

Claims (6)

A first end of the first power device facing the second power device among upper portions of the first and second power devices arranged in the first direction with a predetermined interval; A seismic device that supports the second end of the second power device facing the first power device;
In a state viewed from above, a second position that passes through an intermediate position of a first straight line connecting the center position of the first power device and the center position of the second power device and is orthogonal to the first direction. First and second cylindrical strut members disposed opposite to each other via the intermediate position, extending in the vertical direction, and having a lower end fixed thereto,
One end supports one corner of the first end located in the vicinity of the first cylindrical support member, and the other end is supported by the first cylindrical support member. The first absorber portion and one end portion supporting one corner portion of the second end portion located in the vicinity of the first cylindrical support member, and the other end portion being the first end portion. A second absorber portion supported by the cylindrical column member, and one end portion supporting the other corner portion of the first end portion located in the vicinity of the second cylindrical column member; A third absorber portion supported by the second cylindrical column member on the other end, and the other end of the second end portion located in the vicinity of the second cylindrical column member on the other side. And a fourth absorber portion, the other end portion of which is supported by the second cylindrical strut member.
The first and second cylindrical column members each have a cylindrical column member body extending in the vertical direction,
The said cylindrical support | pillar member main body is arrange | positioned on the outer side of the space arrange | positioned between the said 1st electric power apparatus and the said 2nd electric power apparatus, The earthquake-resistant apparatus characterized by the above-mentioned. The first to fourth absorber portions extend in a horizontal plane direction orthogonal to the vertical direction,
The first angle formed by the extending direction of the first absorber part and the second direction orthogonal to the first direction, and the extending direction of the third absorber part and the second direction are The third angle formed is equal,
A second angle formed by the extending direction of the second absorber portion and the second direction, a fourth angle formed by the extending direction of the fourth absorber portion and the second direction; The seismic device according to claim 1, wherein A first plate-like member fixed on the first end of the first power device, protrudes above the first plate-like member, and one end of the first absorber is connected And a first absorber mounting portion including a second protrusion that protrudes above the first plate-like member and is connected to one end of the third absorber. ,
A second plate-like member fixed on the second end of the second electric power device, protruding above the second plate-like member, and one end of the second absorber is connected And a second absorber mounting portion including a fourth protrusion that protrudes above the second plate-like member and is connected to one end of the fourth absorber portion. ,
Have
The earthquake-resistant device according to claim 1 or 2, wherein a thickness of the first plate-like member is different from a thickness of the second plate-like member. The tubular strut member body constituting the first and second tubular strut members has a rhombus shape in plan view,
The cylindrical strut member main body constituting the first and second cylindrical strut members is arranged so that one diagonal line of the rhombus is orthogonal to the first direction,
The first absorber portion is fixed to the first rod-shaped support member, one end portion of which supports one corner portion of the first end portion, and the first rod-shaped support member. A first elastic member compressed by a predetermined amount by being pressed against the first surface of the cylindrical support member;
Have
The second absorber portion is fixed to the second rod-like support member with one end portion supporting one corner portion of the second end portion, and the second rod-like support member, A second elastic member compressed by a predetermined amount by being pressed against the second surface of the first cylindrical support member adjacent to the surface;
Have
Wherein the third absorber unit includes a third bar-shaped support member having one end portion for supporting the other corner portion of the first end, it is fixed to the rod-like support member of the third, the second A third elastic member compressed by a predetermined amount by being pressed against the third surface of the cylindrical support member;
Have
The fourth absorber portion is fixed to the fourth rod-like support member, one end portion supporting the other corner portion of the second end portion, and the fourth rod-like support member, A fourth elastic member compressed by a predetermined amount by being pressed against the fourth surface of the second cylindrical support member adjacent to the surface;
Have
The first and second elastic members are disposed outside the first cylindrical support member,
The first and second surfaces are outer surfaces of the first cylindrical support member,
The third and fourth elastic members are disposed outside the second cylindrical support member,
The earthquake-resistant device according to any one of claims 1 to 3, wherein the third and fourth surfaces are outer surfaces of the second cylindrical support member. The first connecting member extends in a second direction orthogonal to the first direction and connects the first cylindrical column member and the second cylindrical column member. The earthquake-proof device according to any one of claims 1 to 4. Before SL first cylindrical post member, said first absorber portion, and the first seismic mechanism including a second absorber portion, said second cylindrical post member, said third absorber unit, and A plurality of second seismic mechanisms including the fourth absorber portion and being arranged with respect to the first direction while facing each other,
A second connecting member that connects the first cylindrical support members disposed in the first direction, and a second connecting member that connects the second cylindrical support members disposed in the first direction. 6. The earthquake-resistant device according to claim 4, wherein the connection member has three connecting members.

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