JP3216077B2 - Assembled and mounted three-dimensional structures - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

FIELD OF THE INVENTION The present invention relates to a detachable assembly which is mounted on a substantially flat surface such as a ground surface.
The present invention relates to assembling and placing type three-dimensional structures. The three-dimensional structure according to the present invention is applied to, for example, a three-dimensional parking lot, a three-dimensional bicycle parking lot, a three-dimensional sports park, a three-dimensional multipurpose park, and the like.

[0002]

2. Description of the Related Art Conventionally, a multi-story building, for example, a multi-story parking lot, has two or more layers of parking space to secure a parking space in a city.
It is built on a substructure built underground. However, a multi-story parking lot built as a normal building fixed to the land requires (1) a considerable construction period and cost like a normal building, and (2) changes in land use In such a case, the multi-story parking lot must be destroyed together with the basic structure, and the building materials used cannot be reused effectively.
And other problems.

In order to solve these problems, the inventor of the present invention arranged the corner assembly element, the side assembly element, and the center assembly element at required positions, and arranged the upper and lower ends of the pillars of these assembly elements. (See Japanese Patent Publication No. 6-15786 and U.S. Pat. No. 4,800,694). The multi-story parking structure is assembled in a short period of time and at low cost and is separable and has sufficient strength and rigidity as a multi-story parking lot despite no need for a buried foundation structure. Can be sufficiently achieved.

[0004]

By the way, the construct is
As a matter of course, the larger the use space per installation area, the easier to use and the higher the convenience. In addition, as the types of constituent members are reduced and simplified, the manufacturing becomes easier and the assembling time is shortened. Therefore, the construction cost is low.

When the conventional three-dimensional building is constructed, corner pillars (corner assembly elements), side pillars (side assembly elements), and center pillars (central assembly elements) are prepared as pillars. , At the corner, side, and center of the construct. That is, since the three-dimensional structure has a configuration requiring a relatively large number of pillars for the installation area,
Of the internal space, especially the space near the center part has many pillars,
Specifically, each central pillar, side pillars that define the width of the entrance,
Therefore, the space used is not sufficiently large, and there is a problem in terms of convenience. Further, since three types of pillars are required as constituent members, there remains a problem in terms of simplification (particularly common use) of constituent members.

The present invention has been made based on the above-mentioned facts, and a main object of the present invention is to provide an improved assembly capable of obtaining a larger use space than a conventional three-dimensional structure having a pillar structure in the same installation area. And to provide a mountable three-dimensional structure.

It is another object of the present invention to provide an improved assembled and mounted three-dimensional structure which is easy to expand not only in the horizontal and horizontal directions but also in the vertical direction. .

Yet another object of the present invention is to significantly reduce the overall assembly time and thus the cost of construction since the fabrication of the components is performed more efficiently due to the significantly simplified components. It is an object of the present invention to provide an improved assembly and mounting three-dimensional structure which is less expensive.

[0009]

According to the onset bright SUMMARY OF THE INVENTION, detachably assembled, and the three-dimensional construct to be placed on a substantially planar surface, a predetermined length extending in the horizontal direction with a predetermined width A base placed on the surface, both side surfaces extending substantially vertically upward from the base and defining the thickness in the width direction, and both end surfaces defining the length in the horizontal direction; And a plurality of upright support members each integrally formed from concrete, wherein the width of the base of each of the upright support members is formed to be wider than the thickness of the upright portion. And each of the upright support members is spaced apart from each other in a horizontal and horizontal direction and in a horizontal and vertical direction orthogonal to the horizontal and horizontal direction, and each of the upright support members adjacent to each other in the horizontal and horizontal direction. The one end faces of each of the upright portions face each other. The horizontal support members are arranged at regular intervals in the horizontal lateral direction and are separably connected by a single horizontal beam member. The horizontal beam members are connected to each of the upright support members facing each other in the horizontal horizontal direction. Each of the upright support members, which are arranged so as to connect between upper ends of the upright portions of the upright portions, and which are adjacent to each other in the horizontal vertical direction, have one side surface of each of the upright portions facing each other. which is connected in a freely separated from one another by a connecting means with is arranged at regular intervals in the horizontal longitudinal direction is, each of the upright support member
Each having a substantially identical configuration, wherein each of the upright support members is
The one end face is connected to the one end face of the upright portion and the one end face of the base portion.
And the other end surface of each of the upright support members is
The straight end is defined by the other end surface of the upright portion and the other end surface of the base portion.
The one end face of each of the upright support members, wherein
At least the lower part of the end face except the upper end part
The one end surface at the upper end of the upright portion, and the base portion
The other end of each of the upright support members from each of the one end faces of the
A three-dimensional structure is provided, wherein a concave portion that is concave in a plane direction is formed .

[0010] In the three-dimensional structure according to the present invention, each of the upright support members is integrally formed from concrete, and it can be said that each of the upright support members has a wall structure with respect to the conventional column structure. Each of the upright support members is arranged in such a manner that one end faces of the respective upright portions face each other in the horizontal direction, and are connected to each other by a cross beam member so as to be separable. Further, one side surface of each of the upright portions is arranged so as to face each other in the horizontal and vertical directions, and is connected so as to be separable by connecting means. When the three-dimensional structure of the present invention having the above configuration and the conventional three-dimensional structure have the same installation area, when the upright support member of the present invention is used for each of the corners and each of the sides, All of the side pillars (side pillars on the entrance side) and the center pillar that are horizontally adjacent to each of the conventional corner pillars can be eliminated. Moreover, the horizontal lateral length of each of the upright support members is the horizontal lateral length from each of the corner columns to the corresponding side column,
And the horizontal lateral length from each of the other side pillars to the corresponding central pillar. This is due to the fact that each of the upright support members has a concrete wall structure.

Therefore, according to the three-dimensional structure according to the present invention, a large number of pillars are not required unlike the prior art, and in particular, pillars located in the space near the center of the internal space can be eliminated, so that the same installation is possible. In terms of area, a larger use space can be obtained than before, and convenience is further improved. When this three-dimensional building is used as a parking lot,
Incoming and outgoing driving operations are easier than before. In addition, when used in a warehouse or the like in which a work vehicle such as a forklift works, the operation and work become easier than before, and work efficiency is improved.

In the three-dimensional structure according to the present invention, the area in the horizontal and horizontal directions and the horizontal and vertical directions can be increased by increasing the number of arrays of the upright support members in the horizontal and horizontal directions and the number of arrays in the horizontal and vertical directions. Can be easily handled. When the area is further increased upward, that is, when the height is increased to the third floor, the fourth floor,..., The height of each upright support member can be increased by increasing the height according to a desired number of floors. This is easily accomplished by each of the upright support members being integrally molded from concrete. In this case, the cross beam member and the connecting means are appropriately increased according to the number of floors to be constructed.

In the three-dimensional structure of the present invention, one kind of the upright supporting members is used instead of the conventional plurality of types of pillars. Further, since each of the upright supporting members is integrally formed from concrete, a large number of columns are used. Compared to the conventional column structure manufactured by welding steel plates,
The components are significantly simplified and the production of the components is performed more efficiently than in the past. Furthermore, since each of the upright support members is separably connected by the cross beam member and the connecting means, the assembling and disassembling time is extremely short, and the components can be reused after disassembly.

Further, due to the fact that each of the upright support members is integrally molded from concrete (eg, precast concrete), a form is brought to the construction site and each of the upright support members is manufactured in place. can do. As a result, cost burdens such as transportation costs can be reduced, and construction costs can be reduced. In addition, the three-dimensional structure according to the present invention does not require foundation work,
It also has many advantages of the mounting type.

[0015]

In the three-dimensional construct of the present invention,
And one end surface of each of the upright support member is defined by one end face of said one end surface and said base of the straight Tatsubu, the other end face of each of the upright support member, the other end surface of the straight Tatsubu and base portion The upright end portion of each of the upright support members, and a lower portion of the upright portion excluding at least the upper end portion at the one end surface thereof has the upright portion at the upper end portion of the upright portion. A concave portion is formed from each of the one end face and the one end face of the base portion so as to be recessed in the direction of the other end face of each of the upright support members. According to this configuration, since one end surface of each of the upright support members facing the central portion of the internal space is recessed in a direction in which the central portion is widened, the use space is accordingly enlarged, and the convenience is further improved. improves. Specifically, when the three-dimensional structure is used as a parking lot, interference of the parked automobile due to opening and closing of a door facing the upright support member is prevented, and getting on and off is facilitated.

In the three-dimensional construct of the present invention,
In addition, each of the upright support members is formed integrally from concrete, and further comprises common parts (upright support members).
Since each of the support members has substantially the same configuration) , the fabrication of each of the upright support members is performed efficiently, and the assembly time of the entire three-dimensional structure, and thus the construction period, is significantly reduced. This results in lower construction costs.

[0018]

[0019]

Other features of the three-dimensional construct according to the present invention will become apparent from the following description and drawings.

[0021]

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a three-dimensional structure constructed and mounted according to the present invention. First, the overall configuration of the three-dimensional construct 2 will be schematically described with reference to FIGS. The three-dimensional structure 2 applied to the two-story multi-storey parking lot is assembled as a whole in a separable rectangular shape and is placed on a substantially flat surface, which may be the ground surface. Reference numerals 4 and 6 denote upright support members integrally formed from concrete, each having substantially the same configuration. Upright support members 4 and 6
Are arranged at intervals in the horizontal and horizontal directions, and are also arranged at intervals in the horizontal and vertical directions that are directions orthogonal to the horizontal and horizontal directions. In this specification, the horizontal and horizontal directions are the width direction of the three-dimensional structure 2 (approximately the upper left and lower right directions in FIGS. 1 and 2), and the horizontal and vertical directions are the longitudinal direction (FIG. 1 and FIG. 2 (substantially lower left-upper right direction). Hereinafter, the “horizontal direction” is abbreviated as “horizontal direction”, and the “horizontal direction” is abbreviated as “vertical direction”.

The lateral spacing between the upright supports 4 and 6 is substantially the same, and the vertical spacing of each of the upright supports 4 and the vertical spacing of each of the upright supports 6 are substantially the same. is there. The upper ends of the upright support members 4 and 6 that are opposed to each other in the lateral direction are connected to each other by one cross beam member 8 so as to be separable. Two vertical beam members 10 are provided between the vertically opposed upper ends of the upright support members 4, respectively.
And 12 are connected so as to be separable. The upper ends of the upright support members 6 that are opposed to each other in the vertical direction are separably connected by two vertical beam members 14 and 16, respectively. Each of the cross beam members 8 comprises three vertical beam members 18, 2
0 and 22 are separably connected. All of these beam members 8 to 22 are formed from H-section steel.

Brace members 24 and 26 connect the lower end of each of the upright support members 4 adjacent to each other and the center of the lower end of the longitudinal beam member 10 connecting them so as to be separable. The lower ends of the upright support members 4 are connected to each other by two brace members 28 and 30 so as to be separable. On the other hand, between the lower ends of the upright support members 6 adjacent to each other and the center of the lower end of the longitudinal beam member 14 connecting them, brace members 32 and 34 are separably connected. The lower ends of the upright support members 6 are connected to each other by two brace members 36 and 38 so as to be separable. The brace members 30 and 38 disposed inside can also function as stoppers for the wheels of a parked automobile. Each of the horizontal beam members 8 constitutes beam means for connecting the upright support members 4 and 6, and each of the vertical beam members 10 to 16,
Each of the brace members 24-38 constitutes a connecting means for connecting the upright support members 4 and 6.

Each of the upright support members 4 and 6 and the cross beam member 8
And the upper surface of each of the longitudinal beam members 10 to 22 are positioned on substantially the same horizontal plane, and the upper surface thereof has 2
The floor 40 of the floor is detachably mounted. An upright enclosure (wall) 42 is provided on a substantially rectangular peripheral portion of the floor 40. The floor 40 is composed of a plurality of corner floor panel members 44, side floor panel members 46, and central floor panel members 48, respectively. Each of the floor panel members 44 to 48 has a substantially rectangular shape and is integrally formed of concrete. Upright enclosures 44a are integrally provided on two sides of each corner floor panel member 44. An upright enclosure 46a is integrally provided on one side of each side plate member 46. Although not shown, a part of the center floor panel member 48 and a part of the side floor panel member 46 is a well-known checker plate panel,
It can also be composed of an expanded metal panel or the like.

The three-dimensional structure 2 shown in FIG.
And an inclined road structure 300 connecting the ground surface and the ground surface (see a two-dot chain line in FIG. 1). The ramp structure 300 is used to move the vehicle up and down to the second floor defined by the floor 40. The enclosure 46a of the side plate member 46 where the ramp structure 300 is disposed is removed.

Next, the upright support member will be described with reference to FIGS. Since the upright support members 4 and 6 have substantially the same configuration, the upright support member 4 will be described as a representative here. The upright support member 4 integrally formed from concrete (precast concrete in this embodiment) extends a predetermined length in the horizontal direction with a predetermined width and is placed on a surface which may be a ground surface.
And an upright portion 52 extending substantially vertically upward from the base 50. The upright portion 52 has a substantially rectangular shape when viewed from the front as shown in FIG. 4, and has substantially the same thickness as a whole. The bottom surface P of the base 52 is formed in a flat horizontal plane. The base 50 also has an elongated rectangular shape as viewed from above as shown in FIG.

A cantilever portion 54 extending outward from the one end surface 52a is integrally formed at the upper end of one end surface 52a of the upright portion 52. The vertically intermediate portion of the one end face 52a is upright, and the upright intermediate portion and the cantilever portion 54 are connected to each other and the intermediate portion and the base portion 50 are connected by curved portions (FIG. 4). reference). As is evident from FIG. 4, a concave portion 53 that is recessed in the direction of the other end surface 52b is formed at the middle portion in the vertical direction of the one end surface 52a. Referring to FIG. 8 as well, the distal end of the cantilever portion 54 forms a connecting portion with the cross beam member 8, and a vertical surface 54a is formed at the upper portion of the distal end. Horizontal plane 5 extending outward from end face 54a
4b is formed. Eight well-known cap screws 56 are embedded in the upper end of the tip. The other end surface 52b of the upright portion 52 has a vertical surface, and has an upper surface 52c.
Forms a horizontal plane. Side surface 52 defining the thickness of the upright portion 52
d and 52e consist of mutually flat, substantially flat vertical surfaces.

An X-shaped brace 5 is provided at the center of the upright portion 52.
8 are formed. The brace 58 is provided on the side surface 52d.
Are defined from four triangular through-holes 59 formed so as to pass through the hole 52e. Although not shown, when the upright support member 4 is formed from concrete, reinforcing bars are arranged at important points inside the upright support member 4 as is well known to those skilled in the art. Reinforcing bars are also arranged at key points in the brace section 58. In the center of the upright portion 52, an X-shaped brace 5
Instead of forming 8, there are also embodiments (not shown), such as forming an inverted V-shaped brace defined from three through holes, a square or circular through hole, or the like.

Referring also to FIG. 9, side surface 52 of upright portion 52
At two places at the upper end of each of d and 52e, a connecting portion with the vertical beam members 10 and 12 is formed. In each of these connecting portions, six cap screws 56 having the same configuration as described above are embedded. Side 5 of upright portion 52
A connecting portion with the brace member 24 or 26 is formed at one position of the lower end of each of 2d and 52e.
In each of these connecting portions, six cap screws 56 similar to the above are embedded.

The base 50 has a width W larger than the thickness T of the upright portion 52 (see FIG. 7). On both sides of the base 50,
A plurality of through holes 50a are formed at intervals so as to pass from the upper surface to the bottom surface P. Each through hole 50
The diameter of “a” is increased as going downward. When the surface (concrete, asphalt, or the like) on which the base 50 of the upright support member 4 is placed is not uniform, or has a gradient, grind a bonding material such as cement mortar through these through holes 50a, or use water. A chemical such as glass can be injected. As a result, the gap between the bottom surface P and the surface of the base 50 is filled with the material, so that the upright support member 4 is stably placed horizontally and the ground strength is increased. Also, the height can be adjusted.

On both sides of the base 50, two through holes 5 are also provided.
1 are formed so as to pass from the upper surface to the bottom surface P at intervals. A slit 51a is formed between each through-hole 51 and a corresponding side edge of the base 50 so as to pass from the upper surface to the bottom surface P. The through holes 51 and the slits 51a form connection portions with the brace members 28 and 30 described above.

Each pair of the upright support members 4 and 6 configured as described above is arranged at a predetermined interval in the lateral direction with one end surfaces 52a of the upright portions 52 facing each other. In addition, each of the upright support members 4 and each of the upright support members 6 are arranged at regular intervals in the vertical direction with one side surface 52e and 52d of each upright portion 52 facing each other. As is clear from FIG. 1, the upright support members 4 and 6 arranged at both ends in the vertical direction constitute corner upright support members of the three-dimensional structure 2. Also, the corner upright support members 4 and 6
Each pair of other upright support members 4 and 6 which are spaced apart in the vertical direction, respectively, constitute side upright support members.

Referring to FIG. 8 together with FIG. 3, a rectangular connecting plate 8a is fixed to one end of the cross beam member 8, and the connecting plate 8a
Four connecting holes 8c are formed on both sides separated by the vertical portion 8b of the H-section steel. Cross beam member 8
The lower end horizontal portion 8d of the H-shaped steel is placed on the horizontal surface 54b of the cantilever 54 of the upright support member 4, and the connecting plate 8a is in contact with the upright surface 54a. It is connected to the cantilever portion 54 in a separable manner. The other end of the cross beam member 8 has substantially the same configuration, and is removably connected to the cantilever portion 54 of the upright support member 6 in the same manner as described above. As described above, since the cantilever portions 54 are formed on the upright support members 4 and 6, the length of the cross beam members 8 can be reduced to increase the strength.

Referring to FIG. 3 and FIG. 9, a rectangular connecting plate 10a is fixed to one end of a vertical beam member 10 connecting the upper ends of the upright support members 4, and the connecting plate 10a
On both sides separated by the vertical section 10b of the H-section steel,
Each of the four connection holes 10c is formed. One end of the vertical beam member 10 is connected to the side surface 52 corresponding to the connecting plate 10a.
d or 52e, the bolt 5
It is detachably connected to 2d or 52e. Vertical beam member 10
Has substantially the same configuration, and is removably connected to the side surface 52e or 52d of the other upright support member 4 in the same manner as described above. The other vertical beam members 12 are similarly connected between the upright support members 4. Further, the other vertical beam members 14 and 16 are similarly detachably connected between the upright support members 6.

Referring to FIG. 3, two brace members 2 are provided between each of the upright support members 4 arranged in the vertical direction.
8 and 30 are releasably connected. Each of the brace members 28 and 30 is formed of a rod member having a square cross section. A circular head 28 is provided at each end of each brace member 28.
a is formed, and a circular head 30a is formed at each end of each of the brace members 30. A corresponding brace member 2 is provided in the through hole 51 of each base 50 of the upright support member 4.
The heads 28a and 30a of 8 and 30 are fitted from above. The square portion of the rod member is fitted into each slit 51a of the through hole 51. Between each of the upright support members 6 arranged in the vertical direction, two brace members 36 and 3 having substantially the same configuration as the brace members 28 and 30, respectively.
Similarly, the connection is releasably connected by 8.

The lower ends of the upright support members 4 adjacent to each other and the center of the lower end of the vertical beam member 10 connecting them are connected to each other by brace members 24 and 26 so as to be separable. Each of the brace members 24 and 26 comprises a rod member having a round cross section. Connecting plates 24a and 24b are fixed to both ends of the brace member 24, respectively.
The connecting plates 26a and 26b are fixed to both ends of the. The connecting plates 24a and 26a at the upper ends of the brace members 24 and 26 are detachably connected to the center of the lower end of the corresponding longitudinal beam member 10, and the connecting plates 24b and 26b at the lower ends of the brace members 24 and 26 are It is separably connected to the connection part provided at the lower end of the corresponding upright support member 4.

The lower ends of the upright support members 6 adjacent to each other and the center of the lower end of the vertical beam member 16 connecting them are connected to each other by brace members 32 and 34 so as to be separable. Each of the brace members 32 and 34 has substantially the same configuration as the brace members 24 and 26. Accordingly, the connection between each of the brace members 32 and 34 and the corresponding longitudinal beam member 16 and upright support member 6 is performed in the same manner as described above.

The upright support member shown in FIG.
In the three-dimensional structure in which more than one upright support members are arranged at a distance from each other, the configuration of the upright support members 60 arranged between each of the upright support members 4 and 6 arranged at both lateral ends is shown. . Upright portion 5 of upright support member 60
Cantilever portions 54 extending outward from the respective end surfaces are integrally formed at the upper end portions of the two end surfaces. A corresponding one end of the cross beam member 8 is detachably connected to a tip of each cantilever portion 54. The other configuration is substantially the same as the upright support member 4 shown in FIGS.

FIG. 11 shows a three-dimensional construct 70 which is still another embodiment of the three-dimensional construct 2 shown in FIGS. The three-dimensional structure 70 is provided with two floors 40 at an interval in the vertical direction, and is of a three-story type. As can be easily understood by comparing FIG. 2 and FIG. 11, the three-dimensional construct 7
0 has a form as if two-dimensional structures 2 were stacked. The three-dimensional structure 70 uses upright support members 72 and 74. The upright support members 72 and 74 have substantially the same configuration.

FIG. 12 shows the upright support member 72. As can be easily understood by comparing the upright support member 72 shown in FIG. 12 with the upright support member 4 shown in FIGS. 4 to 7, the upright support member 72 has the upright portion 52 on the upright support member 4. It has a stacked configuration. The height of the upright portion 52 is specified so as to conform to the third-floor type, and the upright portion 5 is provided.
A cantilever portion 54 similar to the above is integrally formed at the upper end portion of the one end surface 52a and the middle portion in the vertical direction. Upright 5
Brace portions 58 as described above are formed at the upper position and the lower position, respectively. That is, the basic configuration of the upright support member 72 (and 74) is substantially the same as that of the upright support member 4. Upright support members 72 and 7 laterally adjacent to each other
The four cantilever portions 54 of FIG. Further, between the upper end and the middle portion of the facing side surface of the upright support member 72 adjacent vertically, and between the upper end and the middle portion of the facing side surface of the upright support member 74 vertically adjacent, respectively, are the same as those described above. They are connected by vertical beam members (see FIG. 11). Each of the horizontal beam members 8 is also connected by each vertical beam member similar to that described above. The second-floor floor 40 is formed at the vertical intermediate portion of each of the upright support members 72 and 74, and the third-floor floor 40 is formed at the upper end of each of the upright support members 72 and 74. The other configuration is substantially the same as the construction 2. Although not shown, when the building 70 is used as a parking lot, a ramp structure is installed between the second floor 40 and the ground surface, and further, the second floor 40 and the third floor are used. A ramp structure is installed between the floor 40 or the floor 40 for the third floor and the ground surface.

The upright support member shown in FIG.
In a three-dimensional construction (not shown) in which more than one upright support members are arranged at a distance from each other, the upright support members 76 and 74 arranged between each of the upright support members 72 and 74 arranged at both lateral ends are provided. The form is shown. In the upright supporting member 76 shown in FIG.
Are integrally formed. A corresponding one end of the cross beam member 8 is detachably connected to a tip of each cantilever portion 54. The other configuration is substantially the same as the upright support member 72 shown in FIG. A plurality of upright support members 76 are also arranged in the vertical direction, and they have substantially the same configuration.

FIG. 14 shows a three-dimensional construct 100 which is still another embodiment of the three-dimensional construct 2 shown in FIGS.
The basic configuration and layout of the three-dimensional structure 100 are substantially the same as those of the three-dimensional structure 2 described above. First, three-dimensional building 1
00 will be described. The three-dimensional structure 100 is assembled as a whole so as to be separable into a rectangular parallelepiped shape, and is mounted on a substantially flat surface which may be a ground surface. 104 and 106 are upright support members integrally formed from concrete.
The configuration of the upright support members 104 and 106 in the horizontal and vertical directions is substantially the same as that of the upright support members 4 and 6 described above. One horizontal beam member 10 is provided between the upper end surfaces of the upright support members 104 and 106 that are opposed to each other in the lateral direction.
8 (constituting the beam means). The upright support members 104 are connected to each other by a side brace member 110 and a base brace member 112 (constituting a connecting means) so as to be separable. The upright support members 106 are connected to each other by a side brace member 114 and a base brace member 116 so as to be separable. A longitudinal beam member 118 is connected to each of the transverse beam members 108 at a central portion in the longitudinal direction in a separable manner. In the regions on both sides in the lateral direction of each of the longitudinal beams 118, the longitudinally opposed regions between each of the lateral beams 108 and each of the upright support members 104, and between each of the lateral beams 108 and each of the upright support members 106 , Each of which is separably connected by two brace rods 120 and 122 which cross each other in an X shape when viewed from above. The horizontal beam member 108 and the vertical beam member 118
Are formed from H-beams.

The upper surfaces of each of the upright support members 104 and 106 and the cross beam member 108 are positioned on substantially the same horizontal plane. The upper surface of each cross beam member 108 and the upper surface of each of the upright support members 104 and 106 connected by each of the cross beam members 108 form a horizontal mounting surface extending in the lateral direction. The second floor 140 is detachably mounted on each horizontal mounting surface. An upright enclosure 142 is provided at the substantially rectangular periphery of the floor 140. The floor 140 is composed of a plurality of floor panel members 144. The upright enclosure 142 is composed of a plurality of side panel members 146.

Next, the upright support members 104 and 106 will be described with reference to FIGS. Since the upright support members 104 and 106 have substantially the same configuration, the upright support member 104 will be described as a representative thereof. The upright support member 104 extends horizontally a predetermined length LB with a predetermined width WB. The base 150 is mounted on the surface, extends substantially vertically upward from the base 150, and extends in the width direction. Side surfaces 152 and 154 that define the thickness TM and both end surfaces 1 that define the horizontal length
And an upright 160 having 56 and 158. The upright 160 has a flat, horizontal top surface 162. The base 150 has an elongated shape when viewed from above, and the bottom surface P is formed in a flat horizontal plane.

The upper end of the one end surface 156 of the upright portion 160 forms a vertical surface 156a. One end face 150 of base 150
a is positioned on the extension of the vertical plane 156a. The other end surface 158 of the upright portion 160 and the other end surface 150 of the base 150
b is positioned on the same vertical plane. Upright part 16
In the lower portion of the one end surface 156 except for the vertical surface 156a, the vertical surface 156a and the one end surface 15 of the base 150 are provided.
A concave portion 164 is formed so as to be depressed by a length L1 from each of Oa in the direction of the other end surface 158. A lower portion of the concave portion 164 forms a vertical surface 156b, and an upper end of the vertical surface 156b and a lower end of the vertical surface 156a are connected by a curved surface 156c. The vertical surface 156a of the upright portion 160 has a gusset plate 16 which projects vertically outward from the surface.
6 are provided integrally. The upright 160 has a thickness TM, but at its upper end a greater thickness T
U. Both sides 152 and 15 of the upright portion 160
No. 4 consists of vertical planes parallel to each other in any thickness. A circular through hole 168 is formed substantially at the center of the upright portion 160. The upright support member 104 is integrally formed of concrete, and a reinforcing bar is arranged at a key point inside the upright support member 104. Note that the width WB of the base 150 is
It is specified to be larger than the thicknesses TM and TU of 0.

The upright support member 10 constructed as described above
4 and 106 correspond to one end face 1 of each upright 160.
56 are opposed to each other and are arranged at regular intervals in the lateral direction. In addition, each of the upright support members 104 and each of the upright support members 106 are arranged at regular intervals in the vertical direction with one side surface 152 and 154 of each upright portion 160 facing each other. As is clear from FIG.
Upright support members 104 and 10 arranged at both ends in the vertical direction
6 constitutes a corner upright support member of the three-dimensional structure 100. Further, each pair of other upright support members 104 and 106 which are arranged at an interval in the vertical direction between the corner upright support members 104 and 106 respectively constitute side upright support members.

Referring to FIG. 18, a rectangular plate 170 extending in the vertical direction is fixed to one end of cross beam member 108, and the plate 170 has a vertical surface projecting outwardly from the surface. A gusset plate 172 as shown in FIG. The gusset plate 166 of the upright portion 160 of the upright support member 104 and the gusset plate 172 at one end of the cross beam member 108 are detachably connected via two connection plates 174, so that one end of the cross beam member 108 and the upright support are provided. The one end surface 156 of the member 104 is connected to the upper end surface 156a. The other end of the cross beam member 108 also has substantially the same configuration, and is detachably connected to the upper end surface 156a of the one end surface 156 of the upright support member 6 in the same manner as described above. As described above, a plurality of pairs of the upright support members 104 and 106 interconnected by the cross beam member 108 are formed.

Referring to FIG. 19, gusset plates 176 are fixed to both sides of the center of the cross beam member 108 in the longitudinal direction. The vertical portion 118a at one end of the vertical beam member 118 and one of the gusset plates 176 are connected to two connecting plates 178.
Can be detachably connected via the
One end of 18 and the cross beam member 108 are connected. Similarly, the other end of the vertical beam member 118 and the other horizontal beam member 108 are detachably connected. One end of each of the brace rods 120 is detachably connected to the cross beam member 108, and the other end (not shown) is detachably connected to one side of the upper end of the upright support members 104 and 106, respectively. The connection of each of the brace rods 122 is performed in the same manner. The brace rods 120 and 122 have a turnbuckle (not shown).

Referring to FIG. 20, base brace member 1
Numeral 12 is substantially rectangular and is integrally formed from concrete. One end of the base brace member 112 is detachably connected to one side of the base 150 of the upright support member 104 via two L-shaped connecting plates 180, and the other end (not shown) is connected to the other upright support member 104. On one side of the base 150,
Similarly, they are connected so as to be separable. The base brace member 116 also has substantially the same configuration, and is likewise separably connected between the upright support members 106. Each of the base brace members 112 and 116 can function as a stopper for a vehicle wheel.

Referring to FIG. 21, side brace member 1
Numeral 10 is substantially rectangular and is integrally formed from concrete. One end of the side brace member 110 is attached to the other end surface 158 of the upright support member 104 by two L-shaped connecting plates 1.
82, the other end (not shown)
Similarly, the other upright support member 104 is detachably connected to the other end surface 158 of the support member 104. The side brace member 1
14 also have substantially the same configuration, and are likewise separably connected between the upright support members 106.

Referring to FIG. 22, floor panel member 14
4 has a substantially rectangular planar shape and a flat upper surface, and is integrally formed from concrete. Horizontal lower surfaces 184 extending from one side to the other side are formed at both ends of the lower surface in the longitudinal direction of the floor panel member 144, respectively. The floor panel member 144 also includes a flange 1 extending downwardly from the inner edge of each of the horizontal lower surfaces 184.
86 are formed. The flange portion 186 is formed annularly and continuously on the lower surface of the floor panel member 144 at a peripheral portion excluding each of the horizontal lower surfaces 184. On both end surfaces of the floor panel member 144, a connection plate member 190 composed of a horizontal portion 188 extending outward from each of the surfaces and a locking portion 189 extending vertically downward from the tip of each horizontal portion 188 is integrally formed. It is provided in.

Referring to FIG. 23, as described above, the upper surface of each cross beam member 108 and the upper surface of each of the upright support members 104 and 106 interconnected by each of the cross beam members 108 provide a lateral direction. The horizontal mounting surface S (S
0, S1...) Are formed. As is clear from the above-described layout of the three-dimensional structure 100, the horizontal mounting surfaces S are substantially on the same horizontal plane, and a plurality (the same number as the horizontal beam members 108) are formed at intervals in the vertical direction. One of the horizontal lower surfaces 184 of the floor panel member 144 is mounted on one of the horizontal mounting surfaces S adjacent to each other, and the other of the horizontal lower surfaces 184 is mounted on the other of the horizontal mounting surfaces S. In FIG. 23, the horizontal mounting surface S0 located on the left side is
0, the horizontal mounting surface S located on the right side
Reference numeral 1 denotes a horizontal mounting surface positioned adjacent thereto.

First, the structure of the connecting portion between the right horizontal mounting surface S1 and the two floor panel members 144 mounted thereon will be described. One end surfaces of the floor panel members 144 are placed on the horizontal placement surface S1 so as to face each other with a gap therebetween. A channel member 200 extending continuously over the upright support member 104, the cross beam member 108, and the upright support member 106 is fixed to the gap on the horizontal mounting surface S1. The channel member 200 includes a pair of vertical portions 202 facing each other at a distance in the vertical direction.
And a horizontal bottom portion 204 connecting the lower ends of the vertical portions 202 with each other.
The horizontal bottom portion 204 is fixed to the horizontal mounting surface S1. On the horizontal bottom portion 204, a plurality of cylindrical nut members 206 having an internal thread formed on the inner peripheral surface are fixed upright (see FIG. 19).

Each horizontal portion 1 of the floor panel member 144
Reference numeral 88 denotes a corresponding vertical portion 202 of the channel member 200.
At intervals above and each locking portion 189
Are positioned with a gap between them and the corresponding inner surface of the vertical portion 202. An elongated rectangular plate 208 (constituting a cover plate means) extending along the channel member 200 is disposed over the upper surface of each of the horizontal portions 188 facing each other and a bolt is attached to each of the horizontal portions 188. Are connected so as to be separable. Also plate 20
Numeral 8 is detachably connected to each of the nut members 206 by bolts 210. As described above, both ends of the floor panel member 144 are detachably connected to the horizontal mounting surface S1. In this state, each flange portion 186 of the floor panel member 144 has a corresponding one side of the upper end of the upright support member 104 or 106, or
The upper end of the cross beam member 108 is positioned so as to face each of the corresponding one side surface with a gap therebetween. Locking part 18
9 and the corresponding vertical portions 202 and the corresponding side surfaces corresponding to the flange portions 186, respectively, correspond to the respective floor panel members 144, the corresponding upright support members 104 and 106, and the cross beam members. It has a constraint function when a certain amount of relative movement in the vertical direction occurs with respect to the head 108, and strengthens the mutual connection.

Referring to FIG. 23 together with FIG. 23, plate 208 has a plurality of through holes 212 formed therein. At least one lateral end of the channel member 200 protrudes in the lateral direction from the upright support member 104 or 106, and a drain means including a drain hole (not shown) is formed in the horizontal bottom 202 at the protruding one end. I have. The drainage means includes a drainage pipe 214 extending vertically downward along the other end face 158 of the upright support member 104 or 106. From the through hole 212 to the channel member 20
The liquid such as rainwater that has flowed into the drain pipe 0 is smoothly drained through the drain pipe 214.

Referring again to FIG. 23, left horizontal mounting surface S0 and floor panel member 144 mounted thereon
Will be described. A plurality of stopper units 220 (constituting stopper means) are provided on the horizontal mounting surface S0. Each of the stopper units 220 includes a plurality of first hooks 222 that extend outward from the horizontal mounting surface S0 in the vertical direction and then bend downward.
And a plurality of second hooks 224 that extend inward in the vertical direction on the horizontal mounting surface S0 and then bend upward.
And The hooks 222 and 224 extend in the width direction (vertical direction) of the horizontal mounting surface S0, and each of the plurality of plates 226 arranged at intervals in the longitudinal direction (horizontal direction) of the horizontal mounting surface S0. Are formed integrally at both ends.
The plates 226 are integrally fixed to each other via a plurality of connecting plates 228 extending in the longitudinal direction of the horizontal mounting surface S0. The hooks 224 are integrally connected to each other via one rod 230 (through each of the hooks 224) extending in the longitudinal direction of the horizontal mounting surface S0. The locking portions 189 of the floor panel member 144 mounted on the horizontal mounting surface S0 are locked at intervals by the hooks 224. Flange 18 of floor panel member 144
Numeral 6 is positioned so as to face a corresponding side surface of the upper end of the upright support member 104 or 106 or a corresponding side surface of the upper end of the cross beam member 108 with a gap therebetween. The above arrangement includes the floor panel member 144, the corresponding upright support members 104 and 106, and the cross beam member 10
8 has a restraining function when a certain amount of relative movement in the vertical direction occurs between them, thereby strengthening the mutual connection. In addition, each of the stopper units 220 may be fixed to the horizontal mounting surface S0 or may be in a mounted state.

Referring to FIG. 24, a plurality of brackets 240 extending vertically upward are mounted on the upper end of the other end surface 158 of upright support member 106. Side (left side of FIG. 24)
The side panel member 146 having a substantially rectangular shape as viewed from above and having a curved lower end is integrally formed from concrete. A plurality of brackets 242 are mounted on the inner surface of the side panel member 146. Side panel member 1
The side panel member 146 is supported by the upright support member 106 by each of the 46 brackets 242 being detachably connected to the corresponding bracket 240 of the upright support member 106. A similar bracket 240 is used for the three-dimensional structure 10
0, each of the cross beam members 108 located at both ends in the longitudinal direction, similar portions of the other upright support members 106 and 104, and the floor panel members 14 located at both lateral ends of the three-dimensional structure 100
4 is also provided on one side surface of each of the brackets 4, and each of the other side panel members 146 is detachably supported on each of the brackets 240 in the same manner as described above.

[0058]

Next, a preferred embodiment of the three-dimensional structure 100 shown in FIG. 14 will be described. Referring to FIG. 14 to FIG.
A pair of corner upright supporting members 10 are provided at both ends in the vertical direction.
4 and 106 are disposed, and four pairs of side upright support members 104 and 106 are disposed therebetween. Corner and side upright support members 104 and 10 having substantially the same configuration
The dimensions of each part in each of Nos. 6 are as follows.

One end face 150a of the base 150 to the other end face 1
The length LB up to 50b and the length LU from one end surface 156a to the other end surface 158 at the upper end of the upright portion 160 are 3,000 mm, respectively, and the height H from the bottom surface P of the base 150 to the upper surface of the upright portion 160 is 2 , 700 mm, base 15
0, the width WB is 650 mm, the thickness TU of the upper end of the upright portion 160 is 400 mm, the thickness TM of the portion excluding the upper end of the upright portion 160 is 300 mm, and one end surface 156a of the upright portion 160
The depth L1 from the vertical plane (which defines one end surface of the upright support member) to the vertical plane 156b of the recess 164 is 600 mm, and the diameter of the through hole 168 is 1600 mm. The region in which the thickness of the upper end of the upright portion 160 has TU is defined by a length L2 downward from the upper surface of the upright portion 160 and a length L3 from the one end surface 156a to the other end surface 158, Upright section 160
And a region defined by a length L4 from the upper surface to the lower side and a remaining length obtained by subtracting the length L3 from the length LU. The length L2 is 600 mm and the length L3 is 20
0 mm and the length L4 is 400 mm.

Each of the cross beams 108 is made of H-shaped steel. The width and height of the H-shaped steel constituting the cross beam member 108 are 400 mm, and the total length is 8,800 mm. Upright support members 104 interconnected by cross members 108
The horizontal distance between the one end surfaces 156a of the upright portions 160 of the vertical support members 106 and 106 is 9,000 mm, and the vertical distance between the widthwise centers of the respective vertical support members 104 is 5,50.
The vertical spacing between the centers in the width direction of each of the upright support members 106 is 0,500 mm, and 5,500 mm. Each of the vertical beam members 118 is also made of H-shaped steel and has a width of 100 m.
m, the height is 200 mm, and the total length is 5,090 mm.
Each of the brace rods 120 and 122 consists of a round steel bar with a turnbuckle and is 13 mm in diameter.

Each of the side brace members 110 and 114 has a width of 1,300 mm, a length of 5,400 mm, and a thickness of 90 mm. Base brace members 112 and 11
6, each has a width of 650 mm, a length of 4,830 mm, and a thickness of 125 mm. The width of each floor panel member 144 is 1,480 mm, the length is 5,360 mm, the total thickness including the flange 186 is 300 mm, and the thickness of the portion surrounded by the flange 186 is 75 mm. The width (height) of each of the side panel members 146 excluding that of the corner portion is 1,300 mm, and the length is 5,475 mm.
Each of the side brace members, base brace members, floor panel members, and side panel members is integrally formed of concrete.

Although the embodiments of the assembled and mounted three-dimensional structure according to the present invention have been described above, the present invention is not limited to the above-described embodiments, and various modifications can be made without departing from the scope of the present invention. Alternatively, it can be modified.

[0063]

According to the assembled and mounted three-dimensional structure of the present invention, a larger use space can be obtained than in the conventional three-dimensional structure having a pillar structure in the same installation area, so that the convenience is improved. Further, not only the area in the horizontal and horizontal directions and the horizontal and vertical directions but also the upward expansion can be easily performed at a relatively low cost. In addition, the significantly simplified construction of the components results in a more efficient production of the components, thus significantly reducing the assembly time of the entire three-dimensional structure and thus lowering the construction costs.

[Brief description of the drawings]

FIG. 1 is a perspective view showing an embodiment of an assembled and mounted three-dimensional structure according to the present invention.

FIG. 2 is a partially cutaway view of the three-dimensional construct shown in FIG.

FIG. 3 is an exploded view showing a part of the three-dimensional construct shown in FIG. 2;

FIG. 4 is a front view of an upright support member used in the three-dimensional structure shown in FIG. 1;

FIG. 5 is a left side view of FIG. 4;

FIG. 6 is a right side view of FIG. 4;

FIG. 7 is a top view of FIG. 4;

FIG. 8 is an exploded perspective view showing a connecting portion between the upright support member and the cross beam member.

FIG. 9 is an exploded perspective view showing a connecting portion between the upright support member and the vertical beam member.

FIG. 10 is a front view showing still another embodiment of the upright support member.

FIG. 11 is a perspective view showing another embodiment of the assembled and mounted three-dimensional structure according to the present invention, with a part thereof cut away.

FIG. 12 is a front view of an upright support member used for the three-dimensional structure shown in FIG. 11;

FIG. 13 is a front view showing another embodiment of the upright support member shown in FIG. 12;

FIG. 14 is a perspective view showing still another embodiment of the assembled and placed three-dimensional structure according to the present invention, with a part thereof cut away.

FIG. 15 is a front view of an upright support member used in the three-dimensional structure shown in FIG. 14;

FIG. 16 is a left side view of FIG.

FIG. 17 is a top view of FIG. 15;

FIG. 18 is an enlarged perspective view showing a connecting portion between the upright support member and the cross beam member in FIG. 14;

19 is an enlarged view of a portion A in FIG.

FIG. 20 is an enlarged view of a portion B in FIG. 14;

FIG. 21 is an enlarged view of a portion C in FIG. 14;

FIG. 22 is an exemplary perspective view of a part of a floor panel member used in the three-dimensional structure shown in FIG.

23 is a view showing a connection state between a floor panel member and a cross beam member used in the three-dimensional structure shown in FIG. 14,
FIG. 15 is a partially broken view as viewed from the horizontal horizontal direction in FIG. 14.

24 is a view showing a connection state between a side panel member and an upright support member used for the three-dimensional structure shown in FIG. 14, and is a partially omitted view seen in a horizontal and vertical direction in FIG.

[Explanation of symbols]

2, 70 and 100 3D structures 4, 6, 72, 76, 104 and 106 Upright support members 8 and 108 Cross beam members 10, 12, 14, 16, 18, 20, 22, 22 and 118
Vertical beam members 24, 26, 28, 30, 32, 34, 36 and 38
Brace members 40 and 140 Floors 42 and 142 Enclosures 50 and 150 Bases 52 and 160 Uprights 53 and 164 Depressions 144 Floor panel members 200 Channel members 202 Stopper units

──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. ⁷ , DB name) E04H 6/08-6/10 E04B 1/04 E04B 1/30 E04B 1/342-1/343

Claims (4)

(57) [Claims] 1. A releasably assembled, substantially flat
A three-dimensional structure placed on the surface, extending a predetermined length horizontally with a certain width
A base mounted on the surface, and substantially lead-free from the base.
Both side surfaces extending directly above and defining the thickness in the width direction;
And an upright portion having both end surfaces defining a horizontal length.
Multiple, each integrally molded from concrete
A plurality of upright support members, the base of each of the upright support members.
The width of the part is formed to have a width wider than the thickness of the upright part
Wherein each of the upright support members comprises a horizontal lateral direction and the horizontal lateral direction.
Are spaced apart from each other in the horizontal and vertical directions
Each of the upright support members being adjacent to each other in the horizontal lateral direction,
One end face of each of the upright portions faces each other and
It is arranged at a fixed interval in the horizontal direction and one
The cross beam member is connected so as to be separable, and the cross beam member is
Of the upright support members facing each other in the horizontal direction.
Connecting between the upper end portions of the upright portions at the one end surface thereof
Each of the upright support members adjacent to each other in the horizontal and vertical directions,
One side of each of the uprights faces each other and
Horizontally and vertically spaced apart and connected
Connected to each other by meansAnd Each of the upright support members has substantially the same configuration; The one end face of each of the upright support members is connected to the one end of the upright portion.
The upright support member defined by a surface and one end surface of the base.
The other end face of the upright portion and the other end of the base portion
Defined by the surface, The end face of each of the upright support members, wherein
A lower portion of the one end surface excluding at least the upper end portion
The end face at the upper end of the upright portion, and the base
Each of the upright support members from each of the one end faces of the
A concave portion that is concave toward the end face is formed,  A three-dimensional structure characterized by the fact that: 2. The horizontal mounting surface extending in the horizontal direction is defined by an upper surface of the cross beam member and an upper surface of each of the upright portions connected by the cross beam member. A plurality of floor panel members, each of which has a substantially rectangular planar shape and is integrally formed from concrete, are placed between the horizontal mounting surfaces that are adjacent to each other, and each of the floor panel members is , At least, each of the other horizontal mounting surfaces except for the horizontal mounting surface located at both ends in the horizontal vertical direction, is separably connected, and the horizontal vertical direction of each of the floor panel members. At both ends, a horizontal lower surface mounted on the corresponding horizontal mounting surface,
A flange portion extending downward from an inner edge of the horizontal lower surface is formed, and in a state where the horizontal lower surface of each of the floor panel members is mounted on the corresponding horizontal mounting surface, each of the floor panel members is The flange portion is positioned so as to face a corresponding one side of an upper end of the upright portion and a corresponding one side of an upper end of the cross beam member in each of the upright support members with a gap therebetween. The three-dimensional structure according to claim 1 . 3. A stopper means is disposed on each of the horizontal mounting surfaces located at both ends in the horizontal and vertical directions, and each of the stopper means is arranged on the horizontal and vertical direction from above each of the horizontal mounting surfaces. A plurality of first hooks extending outwardly and bending downward, and a plurality of first hooks extending horizontally inward and then bending upward on each of the horizontal mounting surfaces. An upper end of each of the second hooks on one end surface of each of the floor panel members mounted on each of the horizontal mounting surfaces located at the both ends. A horizontal portion extending outward in the horizontal vertical direction, and a locking portion extending vertically downward at a distal end of each of the horizontal portions so as to engage with each of the second hooks with a gap therebetween. The three-dimensional structure according to claim 2 , wherein a connection plate member is provided. 4. An end surface of each of the floor panel members is spaced from each other on each of the horizontal mounting surfaces other than the horizontal mounting surfaces located at both ends in the horizontal vertical direction. In the gap on each of the other horizontal mounting surfaces, extending continuously from one of the upright support members to the other and facing the horizontal vertical space at intervals. A channel member composed of a pair of vertical portions and a horizontal bottom portion connecting the lower ends of the vertical portions is arranged, and the horizontal bottom portion is fixed to the horizontal mounting surface, and in each of the floor panel members, Each of the one end faces facing each other with a gap therebetween has a horizontal portion extending in a direction approaching each other above an upper end of each of the vertical portions of the corresponding channel member, and a respective one of the horizontal portions. At the tip, the vertical portion of the channel member A connection plate member comprising a locking portion extending vertically downward with a gap between each of the opposing surfaces is provided, and each of the connection plate members facing each other is a respective one of the connection plate members. A cover plate means disposed astride the upper surface of the horizontal portion and extending along the channel member, and is releasably connected via cover plate means, each of the cover plate means being separable to the corresponding channel member. A plurality of through-holes are formed in each of the cover plate means, and at least one end in the horizontal direction of each of the channel members is disposed in the horizontal direction from one or the other of the upright support members. 3. The three-dimensional structure according to claim 2 , wherein a drain means including a drain hole is formed at the one end of each of the projecting channel members at the one end of the horizontal bottom.