JP7208028B2 - Construction method of earthquake-resistant ceiling structure - Google Patents

Description

The present invention relates to a construction method for an earthquake-resistant ceiling structure.

2. Description of the Related Art Conventionally, suspended ceilings have been widely used as ceilings of buildings such as schools, hospitals, production facilities, gymnasiums, swimming pools, airport terminal buildings, office buildings, theaters, and cinema complexes. Such a suspended ceiling includes a plurality of ceiling joists arranged side by side with a predetermined interval in one horizontal direction, and a plurality of ceiling joists perpendicular to the ceiling joists and arranged side by side with a predetermined interval in the other horizontal direction. A plurality of joist receivers that are integrally connected to the joist, the lower end is connected to the joist receiver, and the upper end is fixed to the upper structure (building frame) such as the floor material on the upper floor It is composed of a plurality of suspension bolts (suspension members) and a ceiling panel that is integrally attached to the lower surface of the ceiling joist with screws or the like to form the ceiling surface of the lower floor.

On the other hand, the suspended ceiling, in which the ceiling base of the ceiling joists and ceiling joist receivers and the ceiling panel are suspended and supported by suspension members, is subject to horizontal acceleration during an earthquake and causes lateral vibration. Since the ceiling panel behaves structurally separately from the building frame and tends to amplify rolling, there is a risk that the ceiling panel will collide with the building frame, such as walls, pillars, and beams, and be damaged and fall off. rice field.

In order to prevent such a suspended ceiling from falling off, it is known to install diagonal members as earthquake-resistant members or to place walls, etc. that bear the seismic force around the ceiling as described in Notification No. 791 of the Ministry of Land, Infrastructure, Transport and Tourism. It is
As another example, for example, as shown in Patent Document 1, a substantially bar-shaped tension member is provided below the ceiling panel and in the lateral direction along the ceiling panel, and this tension member is attached to both ends of the building. The ceiling panel and the building frame are connected by connecting and arranging to the building frame, and by connecting and fixing the intermediate portion between both ends to the ceiling panel and/or the ceiling panel and/or the ceiling panel from below the ceiling panel and/or the ceiling panel by connecting and fixing means. There are also known earthquake-resistant ceiling structures in which the ceiling panels have improved earthquake-resistant performance, and straight ceilings in which the ceiling is directly attached to a trellis composed of columns and beams, although they are not suspended ceilings.

JP 2013-177801 A

For clean room ceilings that require airtightness, in the case of straight ceilings where the ceiling is directly attached to the grape trellis, or in the case of a structure in which tensile members are placed on the underside of the ceiling panel to provide earthquake resistance as in Patent Document 1, earthquakes A structure that can easily maintain airtightness is desirable at times, but in the case of a direct ceiling using a grape trellis, in addition to the problems of high cost and increased load, there is a problem that the height of the ceiling surface becomes low. Structures that provide earthquake resistance by placing tensile members on the underside of the ceiling panel have unevenness on the ceiling surface, making it difficult to apply to ceilings such as clean rooms from the viewpoint of preventing dust from adhering.
In addition, it is conceivable to construct a structure in which tension members are placed on the back side of the ceiling panel, i.e., above the ceiling panel, as in Patent Document 1 to provide earthquake resistance. Since ceiling foundations such as ceiling joists and joists are placed, there is a need for a method that can efficiently construct an earthquake-resistant ceiling structure including these members, and there is room for improvement in this respect.

The present invention has been made in view of the above-mentioned problems. To provide a construction method for an earthquake-resistant ceiling structure capable of efficiently constructing an unnecessary earthquake-resistant ceiling structure.

In order to achieve the above object, a construction method for an earthquake-resistant ceiling structure according to the present invention comprises: a ceiling joist receiver suspended and supported by a superstructure of a building frame via a suspension member; and a ceiling joist attached to the ceiling joist receiver. , a ceiling panel attached to the lower surface of the ceiling joist, and a long horizontal force transmission material fixed directly or via the ceiling panel to the upper surface of the ceiling panel and extending horizontally along the ceiling panel and a method for constructing an earthquake-resistant ceiling structure comprising: a step of temporarily receiving a first horizontal force transmission member on the lower side of the ceiling joist receiver so as to extend in a direction orthogonal to the ceiling joist receiver; , at the same height position as the first horizontal force transmission member temporarily received by the joist receiver, the second horizontal force transmission member is temporarily suspended so as to extend along the extending direction of the joist receiver temporarily receiving by suspending with a bolt; joining both ends of each of the first horizontal force transmission member and the second horizontal force transmission member to the support structure of the building frame; and the first horizontal force transmission. After joining both ends of each of the material and the second horizontal force transmission material to the support structure part of the building frame, installing the ceiling panel on the lower surface of the ceiling joist, and after installing the ceiling panel and a step of removing the temporary suspension bolt .

In the present invention, the first horizontal force transmission member is temporarily supported by the ceiling joist holder and the second horizontal force transmission member is temporarily supported by the suspension bolt, and both ends of each horizontal force transmission member are attached to the support structure of the building frame. The horizontal force transmission member can be efficiently arranged above the ceiling panel by bonding to the part. In this case, the horizontal force transmission material can be attached by simple construction such as temporary support to the ceiling base or suspension bolt.
In addition, in the present invention, the ceiling panel needs to be joined to the horizontal force transmission material in order to cause the ceiling to move horizontally integrally with the building frame through the horizontal force transmission material, but the material of the horizontal force transmission material and By setting the shape, it can be easily joined to ceiling panels and joists.

Further, in the construction method of the earthquake-resistant ceiling structure according to the present invention, it is preferable that the first horizontal force transmission member is released from the temporary support with the joist support after both ends are joined to the support structure.

In this case, the force acting on the first horizontal force transmission member via the ceiling joist receiver can be separated, and the flow of force can be simplified.

Further, in the method for constructing an earthquake-resistant ceiling structure according to the present invention, it is preferable that the first horizontal force transmission member is supported by the ceiling joist receiver via a detachable clip.

In this case, by removing the first horizontal force transmission member from the clip, it is possible to easily perform the separation work from the ceiling joist receiver, and it is possible to improve the efficiency of work in the narrow space above the ceiling.
The horizontal force transmission material can be easily attached from the ceiling panel side by adopting an aluminum alloy or steel material with a thickness of 1.2 mm that can be joined using a general board screw, for example. , It can be easily attached to the ceiling joist by making it a cross-sectional shape that can be attached with a general clip.

According to the earthquake-resistant ceiling structure construction method of the present invention, an earthquake-resistant ceiling structure that does not require a ceiling clearance or diagonal members in the ceiling can be efficiently constructed.

1 is a perspective view showing a seismic ceiling structure according to an embodiment of the present invention; FIG. FIG. 2 is a side cross-sectional view of the earthquake-resistant ceiling structure shown in FIG. 1 viewed from a second lateral direction; FIG. 2 is a top plan view of one section of the earthquake-resistant ceiling structure shown in FIG. 1 ; FIG. 3 is a side cross-sectional view showing a main part of a joint portion between a horizontal force transmission member made of a ceiling support member and a support beam of a building frame in the earthquake-resistant ceiling structure shown in FIG. 2 ; FIG. 3 is a side cross-sectional view showing a main part of a joint between a horizontal force transmission member made of ceiling joists and a receiving beam of a building frame in the earthquake-resistant ceiling structure shown in FIG. 2 ; FIG. 10 is a view showing a connecting portion of a horizontal force transmission member made of extruded aluminum, in which (a) is a plan view seen from above, (b) is a side cross-sectional view, and (c) is (a) and (b). 2 is a cross-sectional view taken along the line AA shown in FIG. FIG. 10 is a view showing the intersection of horizontal force transmission members made of extruded aluminum members, (a) is a plan view seen from above, (b) is a cross-sectional view along the BB line shown in (a), and (c). is a sectional view along line CC shown in (a). It is a figure explaining the construction method of an earthquake-resistant ceiling structure, Comprising: It is the principal part sectional side view of the joining method of the 1st aluminum extruded profile and a ceiling board, and temporarily receiving by the ceiling joist support. It is a drawing for explaining the construction method of the earthquake-resistant ceiling structure, and is a side cross-sectional view of the main part temporarily supported by the method of fitting the second aluminum extruded shape and the ceiling joist on the same level and the suspension bolt.

A construction method for an earthquake-resistant ceiling structure according to an embodiment of the present invention will be described below with reference to the drawings.

The earthquake-resistant ceiling structure 1 according to the present embodiment, as shown in FIGS. 1 and 2, is used in the ceilings of buildings such as clean rooms, production plants, research facilities, indoor pools, and hot bath facilities that require sealing of the ceiling. ing. This earthquake-resistant ceiling structure 1 is applied not only to new buildings but also to repair work for making existing buildings earthquake-resistant.

The earthquake-resistant ceiling structure 1 includes a joist receiver 2 that is suspended and supported by the upper structure of the building frame via a suspension member 6, a joist 3 attached to the joist receiver 2, and a lower surface 3a of the joist 3. and a long horizontal force transmission member 5 (5A, 5B) that is fixed to the upper surface 4b of the ceiling panel 4 directly or via the joists 3 and extends horizontally along the ceiling panel 4. , is equipped with

The joist 3 is, for example, a thin sheet steel specified in JIS A 6517, is horizontally extended, and is positioned at a predetermined interval in the first horizontal direction X1 in one horizontal direction (horizontal direction of the paper surface in FIGS. 1 and 2) are arranged in parallel with a space between them (see FIG. 3).

The joist support 2 is, for example, a thin plate steel specified in JIS A 6517, extends horizontally, and extends in a second horizontal direction X2 perpendicular to the first horizontal direction X1 in the other horizontal direction. A plurality of them are arranged in parallel at predetermined intervals in the direction perpendicular to each other (see FIG. 3). The joist receiver 2 is arranged so as to intersect with the joists 3 and is arranged in a state of being placed on the plurality of joists 3. - 特許庁Each joist receiver 2 is connected to the joist 3 by using a joist connection fitting (hereinafter referred to as a clip 22) at a portion crossing the joist 3.

The suspending member 6 is a suspending bolt formed in the shape of a cylindrical bar and having a male screw thread on the outer peripheral surface, and the upper end is fixed to the upper structure 11 such as the floor material of the upper floor, or is tightly connected to a steel joist or the like. The lower end side is connected to the joist receiver 2 by using the earthquake-resistant hanger 60 which is a metal fitting for connecting the hanging member, and a plurality of them are arranged. Also, the plurality of hanging members 6 are distributed at predetermined intervals.

The ceiling panel 4 is formed by laminating two boards together, for example, and is formed with a weight of, for example, 30 kg or less per 1 m ² together with the weight of the ceiling accessory equipment. The ceiling panel 4 is installed on the lower surfaces 3a of the plurality of ceiling joists 3 by screwing or the like. The ceiling panel 4 may be composed of one board or three or more boards.

Thus, in the earthquake-resistant ceiling structure 1 , the ceiling joist 3 , the ceiling joist receiver 2 , and the ceiling panel 4 are suspended from the building structure (upper structure 11 ) above the ceiling via the hanging member 6 . A ceiling base 2A is formed by the joist 3 and the ceiling joist receiver 2, and a ceiling part is formed by the ceiling panel 4 attached to the ceiling base 2A. A ceiling surface 4a is formed by the ceiling portion.

As shown in FIGS. 1, 2 and 4, the building frame 10 in the earthquake-resistant ceiling structure 1 is a main structural part of the building such as walls, columns, beams, and floors. In this embodiment, the supporting beams 13 are integrally joined to the pillar members 12 and arranged at a predetermined height.

A plurality of pillar members 12 may be provided at predetermined intervals in the first horizontal direction X1 and the second horizontal direction X2. For example, the span of the pillar material 12 can be set to 10 m or more×10 m or more.

As shown in FIG. 2, the support beams 13 support the horizontal inertial force generated on the ceiling surface 4a during an earthquake, and are arranged horizontally between the pillars 12,12. A plurality of receiving beams 13 are provided so as to extend along a first lateral direction X1 and a second lateral direction X2 parallel to the joist 3 and the joist receiver 2 . As shown in FIGS. 4 and 5, on both sides of the web 13A of the support beam 13, reinforcing ribs 131 whose planes are oriented perpendicular to the beam length direction are joined at intervals in the length direction.
Further, the receiving beam 13 is suspended and supported by hanging members 132 supported from the upper structure at predetermined intervals in the beam length direction. By providing the suspending member 132, it is possible to prevent the support beam 13 from bending due to its own weight.

As the column material 12 and the support beam 13, for example, shaped steel such as H-shaped steel, I-shaped steel, and channel steel, pipe materials such as square steel pipes, and reinforced concrete structures can be used. The support beam 13 of this embodiment employs H-shaped steel, and for example, H-500×200×10×16 is arranged sideways (web 13A is sideways).

The horizontal force transmission member 5 is a member that transmits the horizontal inertial force acting on the ceiling surface constituent members during an earthquake to the building frame 10, which is a support structure effective in bearing strength and rigidity, near the level of the ceiling surface 4a. The horizontal force transmission member 5 is composed of a substantially bar-shaped tension member disposed above the ceiling panel 4 so as to extend in the first horizontal direction X1 and the second horizontal direction X2. The intervals between the horizontal force transmission members 5 arranged in the first horizontal direction X1 and the second horizontal direction X2 are, for example, arranged in a grid pattern with a pitch of 2500 mm.

As the horizontal force transmitting member 5, for example, an extruded aluminum profile, a steel member, or a joist receiving member and a joist member can be adopted. A ceiling joist receiving member is adopted as the horizontal force transmitting member 5 shown in FIGS. The horizontal force transmitting member 5 made of this ceiling joist receiving member is made of lip channel steel or light channel steel and has dimensions of, for example, 38 mm in width, 12 mm in height and 1.2 mm in thickness. The horizontal force transmission members 5, 5 are connected by screwing using a joint plate (not shown).
Although FIG. 4 shows the joint state between the first horizontal force transmission member 5A and the support beam 13, the joint state of the second horizontal force transmission member 5B and the support beam 13 has the same structure.

The horizontal force transmission member 5 is connected to the lower end 13a of the support beam 13 via the connecting member 7. As shown in FIG. As shown in FIG. 4, the connecting member 7 is a rectangular steel plate and has a bolt hole formed in the upper portion thereof. ing. A lower portion of the connecting member 7 is fixed to the horizontal force transmission member 5 by a plurality of fixing members 72 such as bolts and screws.

FIG. 5 shows a structure using a ceiling joist as the horizontal force transmission member 5. As shown in FIG. A strip-shaped joint plate 73 extending along the longitudinal direction of the horizontal force transmission member 5 is fixed to the horizontal force transmission member 5 with screws. The joint plate 73 and the connecting member 7 fixed to the support beam 13 are fixed by a connecting piece 74 . The connecting piece 74 has a lower end fixed to the upper end of the joint plate 73 via a welded portion 75 and an upper portion fixed to the lower portion of the connecting member 7 by a bolt 76 .
Although FIG. 5 shows the joint state between the first horizontal force transmission member 5A and the support beam 13, the joint state of the second horizontal force transmission member 5B and the support beam 13 has the same structure.

Further, as the horizontal force transmitting member 5, as shown in FIGS. 6(a) to (c) and FIGS. 7(a) to (c), an aluminum extruded shape may be used. Here, in FIGS. 6 and 7, reference numeral 51 denotes the extruded aluminum profile.
As shown in FIGS. 6(a) to 6(c), the aluminum extruded shape 51 is a long elongated member having a groove 511 and a reinforcing piece 512 disposed in the center of the height direction inside the groove 511. It is an extruded material of aluminum alloy.

The connection part divided at the intermediate part in the extending direction of the extruded aluminum shape 51 is connected by the connection metal 52 in a state where the divided ends 51a, 51a are butted against each other. Both side walls 513, 513 of the extruded aluminum member 51 on the side of the end portion 51a are formed with a plurality of bolt holes facing each other along the extending direction.

The connection hardware 52 is a groove member that opens downward, and is provided so as to be externally fitted from the groove opening side of the extruded aluminum profile 51 . Both side walls 521, 521 of the connection fitting 52 are formed with a plurality of bolt holes facing each other along the extending direction. The respective bolt holes of the extruded aluminum shape 51 and the connecting metal 52 are arranged at the same positions when the connecting metal 52 is fitted onto the split aluminum extruded shape 51 . Then, by inserting bolts 53 through the respective bolt holes of the extruded aluminum member 51 and the connecting metal fitting 52 and tightening them with nuts 54, the split aluminum extruded members 51, 51 are connected in the extending direction.

As shown in FIGS. 7A to 7C, the intersections of the first horizontal direction X1 and the second horizontal direction X2 in the extruded aluminum member 51 are configured so as not to interfere with each other. One of the first aluminum extruded members 51A (5A) has a lower notch 55 recessed upward from the lower end 51b, and the other second horizontal force transmission member 51B (5B) has an upper recess recessed downward from the upper end 51c. A notch 56 is formed.

The aluminum extruded shapes 51A and 51B formed in this manner, which are perpendicular to each other, have a lower notch portion 55 of the first aluminum extruded shape member 51A and an upper notch portion 56 of the second aluminum extruded shape member 51B at both intersections. are arranged in a grid pattern at the same height level. In addition, since the aluminum extrusions 51A and 51B fitted at the intersection are not joined together, the tensile force in the axial direction (extending direction) is applied to both ends of the aluminum extrusions 51A and 51B. The power is transmitted to the receiving beams 13 (see FIGS. 1 and 2) of the building frame 10 via.

Here, a design example of the horizontal force transmission member 5 of this embodiment will be described. In this design example, the aluminum extruded profile 51 described above is designed.
First, for the horizontal inertial force on the ceiling surface borne by one horizontal force transmission member during an earthquake, a numerical value on the safe side is calculated using equation (1).
For example, the maximum design horizontal seismic coefficient (maxK) is 2.2, the ceiling maximum design load (maxW) is 30kg/m ² × 9.8N/kg, the maximum installation interval (ruling width) (maxb ) is 10 m, and the maximum fulcrum distance (maxl) of the horizontal force transmission member is 2.5 m, the maximum tension (maxH) of the horizontal force transmission member is 16170 N from equation (1).

As an example, since the F-value (reference strength) of aluminum alloy A5083-H112 is 110 N/mm ² , the effective cross-sectional area (mm ² ) required for design from the results of the above formula (1) is as follows. Become.
Aluminum alloy A5083-H112: 16170N/110N/mm ² = 147mm ²
When light-weight structural steel is used, the plated thin steel plate SPCC, which is the material, has an F value of 205 N/mm ² , so the effective cross-sectional area (mm ² ) required for design from the results of the above equation (1) is as follows. becomes as follows.
Plated thin steel plate SPCC: 16170N/205N/mm ² = 79mm ²

In addition, in order to directly transmit the horizontal inertia force of the ceiling surface constituent members during an earthquake to the horizontal force transmission material, when directly connecting to the ceiling plate, use an aluminum alloy that can be joined with board screws, a steel plate with a thickness of 1.2 mm or less, or a ceiling joist. When jointing through the joists, the hoisting materials and joint metals must be able to bear the bearing strength.
By designing with a thickness of 25 mm in the case of planning with aluminum extruded materials, it is possible to design using ceiling joists and joist supports of conventional construction methods that are generally distributed for ceiling base materials other than horizontal force propagation members. becomes possible. In addition, by making the horizontal force transmission member a shape that can be attached to the joist support with commercially available clips and a shape that allows direct support with hanging bolts, temporary support during construction is possible, making construction easier. be able to.

Next, a method for constructing the horizontal force transmission member 5 will be described in detail with reference to FIGS. 8 and 9 and the like.
Here, as the horizontal force transmission member 5, an aluminum extruded shape member 51 (51A, 51B) is used for explanation.

First, as shown in FIG. 8, the joist receiver 2 is supported by the suspension member 6 by the earthquake-resistant hanger 60, and the joist 3 is supported by the second earthquake-resistant clip 21 on the lower surface 2a of the joist receiver 2. As shown in FIG.
Next, in this state, on the lower side of the ceiling joist receiver 2, the second aluminum extruded shape member 51B is extended in the second lateral direction X2 orthogonal to the ceiling joist receiver 2 (direction parallel to the ceiling joist 3). is temporarily accepted. Specifically, the first earthquake-resistant clip 21 is used on the lower surface 2a of the ceiling joist receiver 2 to support the second extruded aluminum profile 51B.
In addition, the first earthquake-resistant clip 21 may be, for example, a claw folding clip or the like, and may be a clip that can be attached to and detached from the second aluminum extruded shape member 51B. This makes it easier to release the temporary receiving state of the second aluminum extruded shape member 51B with respect to the ceiling joist support 2 .

Moreover, as shown in FIG. 9, at the same height position as the second aluminum extruded shape 51B (see FIG. 8) temporarily received by the ceiling joist receiver 2, the extending direction of the ceiling joist receiver 2 (first The first extruded aluminum profile 51A is suspended by a temporary suspension bolt 61 so as to extend along the lateral direction X1) and is temporarily received. Specifically, bolts 63, 63 are provided on the first extruded aluminum profile 51A and the lower end 61a of the hanging bolt 61, respectively, and a turnbuckle 62 is connected between the upper and lower bolts 63, 63. By rotating the turnbuckle 62, the height of the first extruded aluminum profile 51A can be adjusted.
Here, the joist 3 extending in the second lateral direction X2 and interfering with the first aluminum extruded profile 51A is cut at the interfering portion.

Either the first aluminum extruded shape 51A or the second aluminum extruded shape 51B may be temporarily received first, or may be temporarily received at the same time. However, if both are temporarily supported at the same height as shown in FIGS. It is preferable to temporarily receive only the extruded aluminum members 51 arranged in one direction first, and then temporarily receive the extruded aluminum members 51 arranged in the other direction.

Next, as shown in FIG. 1, both ends of the temporarily supported first aluminum extruded shape 51A and second aluminum extruded shape 51B are joined to the lower surface 13a of the supporting beam 13 of the building frame (see FIG. 1). 1 and Figure 2).

After fixing the first aluminum extruded shape 51A and the second aluminum extruded shape 51B to the support beams 13, the ceiling plate is fastened. Both the first aluminum extruded shape 51A and the second aluminum extruded shape 51B are joined to the ceiling plate at a pitch of 100 mm or less using screws with a nominal diameter of 3.5 mm or more. At that time, the first aluminum extruded shape member 51A is removed from the first earthquake-resistant clip 21, and the temporary support with the ceiling joist support 2 is released.

Next, the operation of the construction method for the earthquake-resistant ceiling structure described above will be described in detail based on the drawings.
In this embodiment, as shown in FIGS. 8 and 9, the first horizontal force transmission member 5A is temporarily received by the ceiling joist receiver 2, and the second horizontal force transmission member 5B is temporarily received by the suspension bolt 61. By joining both ends of the horizontal force transmission members 5A and 5B to the support beams 13 of the building frame 10, the horizontal force transmission members 5A and 5B can be arranged above the ceiling panel 4 efficiently. In this case, the horizontal force transmission members 5A and 5B can be attached by simple construction such as temporary support to the ceiling base 2A and suspension bolts 61 .

In this embodiment, the ceiling panel 4 is joined to the horizontal force transmission members 5 so that the ceiling portion moves horizontally integrally with the building frame 10 via the horizontal force transmission members 5A and 5B.

Moreover, in this embodiment, after both ends of the first horizontal force transmission member 5A are joined to the support beams 13, the temporary support with the ceiling joist support 2 is released. Therefore, it is possible to separate the force acting on the first horizontal force transmission member 5A via the ceiling joist receiver 2, thereby simplifying the force flow.

In addition, in the construction method of the earthquake-resistant ceiling structure 1 according to the present embodiment, as shown in FIG. By removing the first horizontal force transmission member 5A from the clip 21, it is possible to easily perform the detachment work from the ceiling joist receiver 2, and it is possible to improve work efficiency in a narrow space above the ceiling.

As described above, the method for constructing an earthquake-resistant ceiling structure according to the present embodiment enables efficient construction of the earthquake-resistant ceiling structure 1 that does not require a ceiling clearance or diagonal members in the ceiling space.

Although the embodiment of the method for constructing an earthquake-resistant ceiling structure according to the present invention has been described above, the present invention is not limited to the above-described embodiment, and can be modified as appropriate without departing from the scope of the invention.

For example, in this embodiment, after fixing the first aluminum extruded shape 51A and the second aluminum extruded shape 51B to the support beam 13, the first aluminum extruded shape 51A is removed from the first earthquake-resistant clip 21 and attached to the ceiling joist support. However, if the temporary support between the first aluminum extruded shape member 51A and the hoist support 2 is not tightly connected, it may not be released.
In addition, in this embodiment, as the horizontal force transmission member 5, it is an example in which the aluminum extrusions 51 (51A, 51B) are used and the joists 3 are arranged at the same height. The force transmission members 5A and 5B are not limited to being at the same height level. For example, as shown in FIGS. The propagating material 5B may be arranged at a position shifted vertically to the height of the joists.
In this case, the horizontal force transmission member 5B arranged at the height of the ceiling joists is similar to the example using the aluminum extrusions 51 (51A, 51B) arranged at the same height. Temporary support is performed using the first earthquake-resistant clip 21 or a detachable claw-fold clip, and the horizontal force transmission material 5A arranged at the height of the joist receiver is attached to the suspension member 6 in the same way as the joist receiver 2. Temporary support is performed using the earthquake-resistant hanger 60 .
After fixing the horizontal force transmission member 5 to the support beam 13 in the same way as the example using the aluminum extrusions 51 (51A, 51B) arranged at the same height, the temporary support is released, but the temporary support is tightened. If it is not in the state, it may be in the state that is not released.

Further, in the present embodiment, the horizontal force transmission member 5 is configured to be joined to the support beam 13 of H-shaped steel, but it is not limited to the support beam 13 . For example, the support structure may be a rectangular steel pipe support beam or a reinforced concrete support beam. Furthermore, the joint portion of the horizontal force transmission member 5 is not limited to a beam member, and for example, the horizontal force transmission member 5 may be joined to the column member 12 that is the building skeleton.

In addition, it is possible to appropriately replace the components in the above-described embodiments with well-known components without departing from the scope of the present invention.

1 earthquake-resistant ceiling structure 2 joist receiver 2A ceiling base 3 joist 4 ceiling panel 4a ceiling surface 5 horizontal force transmission member 5A first horizontal force transmission member 5B second horizontal force transmission member 6 hanging member 7 connecting member 10 building frame 11 upper part Structure 12 Column material 13 Receiving beam (supporting structure)
21 First seismic clip (clip)
51, 51A, 51B Extruded aluminum profile 61 Suspension bolt X1 First horizontal direction X2 Second horizontal direction

Claims (3)

A joist holder that is suspended and supported by the upper structure of the building frame via a suspension member;
a joist attached to the joist receiver;
a ceiling panel attached to the lower surface of the ceiling joist;
A construction method for an earthquake-resistant ceiling structure comprising a long horizontal force transmission member fixed directly to the upper surface of the ceiling panel or via the ceiling joist and extending horizontally along the ceiling panel, ,
a step of temporarily receiving a first horizontal force transmission member under the ceiling joist receiver so as to extend in a direction orthogonal to the ceiling joist receiver;
At a position of the same height as the first horizontal force transmission member temporarily received by the ceiling joist receiver, the second horizontal force transmission member is temporarily suspended so as to extend along the extending direction of the ceiling joist receiver. A process of temporarily receiving by hanging with
joining both ends of the first horizontal force transmission member and the second horizontal force transmission member to a support structure of a building frame;
After joining both ends of each of the first horizontal force transmission member and the second horizontal force transmission member to the support structure portion of the building skeleton, installing the ceiling panel on the lower surface of the ceiling joist;
After installing the ceiling panel, removing the temporary suspension bolt;
A construction method for an earthquake-resistant ceiling structure, comprising: 2. The method for constructing an earthquake-resistant ceiling structure according to claim 1, wherein the first horizontal force transmission member is released from the temporary support with the ceiling joist support after both ends thereof are joined to the support structure. 3. A construction method for an earthquake-resistant ceiling structure according to claim 1, wherein said first horizontal force transmission member is supported by said ceiling joist receiver via a detachable clip.

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