JPH0978871A - Assembled and set-on type three-dimensional structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To obtain a large usable space by a method wherein a plurality of erect support members made up of base parts and erect parts are disposed with spaces longitudinally and laterally and connected separably by beam means and connective means. SOLUTION: A plurality of erect support members 4 and 6 made up of base parts each extending in a prescribed width horizontally and being set on a surface and of erect parts each having two sides which extend upward from the base part and prescribe a thickness in the width direction and two end faces which prescribe a length in the horizontal direction are formed of concrete monolithically. These erect support members 4 and 6 are disposed with mutual spaces in lateral and longitudinal directions in horizontality. Then, the erect support members 4 and 6 adjacent in the lateral direction are connected separably by beam means constituted of lateral beam members 8. Besides, the erect support members 4 and 6 adjacent in the longitudinal direction are connected separably by connective means constituted of longitudinal beam members 10, 12, 14 and 16 and brace members 24, 26, 28, 30, 32, 34, 36 and 38.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION The present invention is separably assembled and mounted on a substantially flat surface, such as the ground surface.
The present invention relates to an assembly and mounting type three-dimensional structure. 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 multi-purpose 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, in a multi-storey parking lot built as a normal structure fixed to the land, (1) it requires a considerable construction period and cost as with a normal structure, and (2) a change in land use. In this case, the multi-story parking lot must be destroyed together with the basic structure, and the used building materials cannot be effectively reused.
And other problems.

In order to solve these problems, the present inventor has arranged the corner assembly element, the side assembly element, and the center assembly element in the required positions so that the pillars of these assembly elements are arranged between the upper ends thereof. A multistory parking structure constructed by connecting a beam member to the above and a brace member between the lower ends has been proposed (see Japanese Patent Publication No. 6-15786 and US Pat. No. 4,800,964). This multi-story car park structure is inexpensively and separably assembled in a short period of time, and has sufficient strength and rigidity as a multi-story car park in spite of not requiring a buried foundation structure at all. Can be achieved sufficiently.

[0004]

By the way, the construction is
Naturally, the larger the space used per installation area, the easier it is to use and the more convenient it is. Further, the smaller the number of types of constituent members and the simplification, the easier the manufacture and the shorter the assembling time. Therefore, the construction cost is low.

However, in constructing the conventional three-dimensional structure, as columns, corner columns (corner assembly elements), side columns (side assembly elements), and center columns (center assembly elements) are prepared. , At the corners and sides of the structure, and in the center of the structure. That is, since the three-dimensional structure has a configuration that requires a relatively large number of columns for the installation area,
Of the internal space, especially the space near the center is a lot of pillars,
Specifically, each central pillar, side pillar that defines the width of the entrance,
Therefore, it cannot be said that the usage space is sufficiently large, and there is a problem in terms of convenience. Further, since three types of pillars are required as constituent members, there is a problem in terms of simplification (particularly common use) of constituent members.

The present invention has been made on the basis of the above facts, and its main purpose 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 mounted solid construct.

Another object of the present invention is to provide an improved assembling and mounting type three-dimensional structure which can be easily expanded in the horizontal direction and the vertical direction as well as in the horizontal direction. .

Yet another object of the present invention is that the construction of the components is performed more efficiently by virtue of the significant simplification of the components, which significantly reduces the overall assembly time and thus the construction cost. It is an object of the present invention to provide an improved assembly and mounting type three-dimensional structure which is less expensive.

[0009]

SUMMARY OF THE INVENTION According to the present invention, a three-dimensional construct that is separably assembled and rests on a substantially flat surface, has a predetermined width and extends horizontally for a predetermined length. Wherein, 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 integrally formed of concrete, each of the upright support members having a horizontal transverse direction and a horizontal longitudinal direction orthogonal to the horizontal transverse direction. Each of the upright support members that are arranged at intervals and are adjacent to each other in the horizontal lateral direction are arranged such that one end surfaces of the respective upright portions face each other so that the upright supporting members are spaced at a constant interval in the horizontal lateral direction. Placed and separable by beam means The upright support members that are connected to each other and are adjacent to each other in the horizontal vertical direction are arranged such that one side surfaces of the respective upright portions face each other and are spaced at regular intervals in the horizontal vertical direction. A three-dimensional construct, characterized in that it is detachably connected to each other by a connecting means.

In the above three-dimensional structure according to the present invention, each of the upright supporting members is integrally formed from concrete, and it can be said that the upright supporting member has a wall structure as compared with the conventional pillar structure. Further, each of the upright supporting 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 separably connected by beam means. 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 separably connected by the connecting means. When the three-dimensional structure of the present invention having the above-mentioned configuration and the conventional three-dimensional structure each 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, Side pillars horizontally adjacent to each of the conventional corner pillars (side pillars on the entrance side)
And all of the central pillars can be eliminated. Moreover, the horizontal lateral length of each of the upright support members is determined by the horizontal lateral length from each of the corner pillars to the corresponding side pillar, and the corresponding central part from each of the other side pillars. Horizontal horizontal length up to the pillar. This is because each of the upright support members has a concrete wall structure.

Therefore, according to the above three-dimensional structure of the present invention, it is possible to eliminate the need for a large number of columns as in the prior art, and it is possible to eliminate the columns located in the space near the central portion of the internal space, so that the same installation is possible. In terms of area, it is possible to obtain a larger usable space than before, and convenience is further improved. When using this three-dimensional structure as a parking lot,
In / out driving operation becomes 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 of the present invention, the expansion of the area in the horizontal and horizontal directions and the horizontal and vertical directions is achieved by increasing the number of the upright support members arranged in the horizontal direction and the number of the vertical direction. It can be handled easily. 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 correspondence is facilitated by each of the upright support members being integrally molded from concrete. In this case, the beam means and the connecting means are appropriately increased depending on the number of floors to be constructed.

In the three-dimensional structure of the present invention, one kind of the upright supporting member is used instead of the conventional plural kinds of columns, and each of the upright supporting members is integrally molded from concrete, so that a large number of Compared with the conventional pillar structure that was manufactured by welding steel plates,
The components are significantly simplified and the production of the components is performed more efficiently than before. Further, since each of the upright supporting members is detachably connected by the beam means and the connecting means, the assembling and disassembling time is extremely short, and each constituent member can be reused after disassembling.

Further, since each of the upright supporting members is integrally molded from concrete (for example, precast concrete), the form (form) is brought to the construction site, and each of the upright supporting members is manufactured on the spot. can do. As a result, the cost burden such as transportation cost can be reduced, and the construction cost can be reduced. In addition, the three-dimensional structure according to the present invention does not require foundation work,
It also has many of the advantages of the stationary type.

According to the invention, in addition to the above constructions, each of the upright support members also has substantially the same construction.
A three-dimensional construct is provided. In the present invention, since each of the upright supporting members is integrally molded from concrete and further comprises common parts, each upright supporting member can be efficiently manufactured, and the assembly time of the entire three-dimensional structure can be achieved. Therefore, the construction period is significantly shortened. This further reduces the construction cost.

According to the invention, in addition to the first-mentioned construction, the beam means further comprise the one of the uprights of each of the upright support members facing each other in the horizontal transverse direction. An end face, which is arranged to connect between upper end portions of the upright support member, has one end face of each of the upright support members defined by the one end face of the upright portion and one end face of the base portion, and the other end face of each of the upright support members. Is defined by the other end surface of the upright portion and the other end surface of the base portion, and the one end surface of each of the upright support members,
At least the lower end portion of the upright portion excluding the upper end portion includes the one end surface at the upper end portion of the upright portion and the one end surface of the base portion of each of the upright support members. There is provided a three-dimensional structure having a recessed portion that is recessed toward the other end surface.

In the present invention, since one end surface of each of the upright supporting members facing the central portion in the internal space is recessed in the direction in which the central portion is widened, the usable space is expanded correspondingly and convenience is improved. Is further improved. Specifically, when this three-dimensional structure is used as a parking lot, interference of a parked vehicle due to opening and closing of a door facing the upright support member is prevented, and getting on and off is facilitated.

In accordance with the present invention, a three-dimensional construct that is separably assembled and rests on a substantially flat surface and that has a predetermined width and extends horizontally for a predetermined length, An upright portion having 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. Each of which includes a plurality of upright support members integrally molded from concrete, each of the upright support members being spaced apart from each other in a horizontal lateral direction and a horizontal vertical direction orthogonal to the horizontal lateral direction. The upright support members adjacent to each other in the horizontal lateral direction are arranged such that one end faces of the respective upright portions face each other and are arranged at a constant interval in the horizontal lateral direction, and the beams are By means of separate means, The upright support members that are adjacent to each other in the opposite direction are arranged such that one side surfaces of the upright portions face each other and are arranged at regular intervals in the horizontal vertical direction, and are separated from each other by a connecting means. The plurality of upright support members are freely connected, and each of the plurality of upright support members is disposed at both ends in the horizontal vertical direction, and each of the pair of corner upright support members is disposed between the pair of corner upright support members. A three-dimensional structure is provided, which comprises a plurality of pairs of side upright support members arranged at the intervals in the longitudinal direction.

Also according to this invention, substantially the same operational effects as those of the first invention can be achieved. According to this configuration, as compared with the above-described conventional configuration, it is possible to eliminate all of the side pillars (the entrance-side side pillars) and the central pillars that are horizontally adjacent to each of the corner pillars. It will be easier to understand the effect that the internal space, particularly the space in the vicinity of the central portion, in the internal space is further expanded.

Other features of the three-dimensional construct according to the present invention will be clarified by the following description and drawings.

[0021]

BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of an assembled and mounted three-dimensional structure constructed according to the present invention will be described below in detail with reference to the accompanying drawings. First, the overall configuration of the three-dimensional structure 2 will be schematically described with reference to FIGS. 1 to 3. The three-dimensional structure 2 applied to the second-floor three-dimensional parking lot is separably assembled into a rectangular parallelepiped shape as a whole, and placed on a substantially flat surface which may be the ground surface. Numerals 4 and 6 are upright support members integrally molded from concrete and have substantially the same structure. Upright support members 4 and 6
Are arranged at intervals in the horizontal horizontal direction, and are also arranged at intervals in the horizontal vertical direction that is a direction orthogonal to the horizontal horizontal direction. In this specification, the horizontal lateral direction means the width direction of the three-dimensional structure 2 (generally upper left-lower right direction in FIGS. 1 and 2), and the horizontal vertical direction means the longitudinal direction of the three-dimensional structure 2 (FIGS. 1 and 2). 2 approximately in the 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 support members 4 and 6 is substantially the same, and the vertical spacing between each of the upright support members 4 and the vertical spacing between each of the upright support members 6 are substantially the same. is there. The upper end portions of the upright support members 4 and 6 which are opposed to each other in the lateral direction are separably connected by one horizontal beam member 8. Two vertical beam members 1 are provided between the upper end portions of the upright support members 4 that face each other in the vertical direction.
0 and 12 are separably connected. There are two spaces between the upper end portions of the upright support members 6 that face each other in the vertical direction.
The vertical beam members 14 and 16 are separably connected. Each of the transverse beam members 8 has three vertical beam members 18,
20 and 22 are detachably connected. All of these beam members 8 to 22 are made of H-shaped steel.

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

Each of the upright support members 4 and 6, the cross beam member 8
Of each of the vertical beam members 10 to 22 and the upper surface of each of the vertical beam members 10 to 22 are positioned substantially on the same horizontal plane, and the upper surfaces of the two members are 2
The floor 40 of the floor is detachably attached. An upright enclosure (wall) 42 is provided on a substantially rectangular peripheral edge of the floor 40. The floor 40 includes a plurality of corner floor panel members 44, side floor panel members 46, and a central floor panel member 48. Each of the floor panel members 44 to 48 has a substantially rectangular shape and is integrally molded from concrete. Upright enclosures 44a are integrally provided on the 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, part of the central floor panel member 48 and the side floor panel member 46 is a checker plate panel known per se,
It can also be composed of an expanded metal panel or the like.

The three-dimensional structure 2 shown in FIG. 1 has a floor 40.
An inclined road structure 300 that connects the ground surface with the ground surface is provided (see the chain double-dashed line in FIG. 1). The ramp structure 300 is used to raise and lower the vehicle to the second floor defined by the floor 40. The enclosure 46a of the side plate member 46 in which the ramp structure 300 is arranged 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 structure, the upright support member 4 will be described here as a representative. The upright support member 4 integrally formed from concrete (precast concrete in this embodiment) extends horizontally for a predetermined length with a predetermined width and is placed on a surface that may be the ground surface P.
And a upright portion 52 extending substantially vertically upward from the base portion 50. As shown in FIG. 4, the upright portion 52 has a substantially rectangular shape when viewed from the front, and has the same thickness as a whole. The bottom surface P of the base 52 is formed into a flat horizontal surface. The base 50 also has an elongated rectangular shape when viewed from above, as shown in FIG. 7.

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

An X-shaped brace 5 is provided at the center of the upright portion 52.
8 are formed. This brace 58 has a side surface 52d.
To 52e, it is defined by four triangular through-holes 59 formed so as to escape from each other to 52e. Although not shown, when forming the upright supporting member 4 from concrete, rebars are arranged at important points inside the member, as is well known to those skilled in the art. Reinforcing bars are also arranged at important points in the brace 58. At the center of the upright portion 52, the X-shaped brace 5
There is also an embodiment (not shown) of forming an inverted V-shaped brace defined by three through holes, a quadrangular or circular through hole, or the like instead of forming eight.

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

The base 50 has a width W wider 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 enlarged downward. When the surface on which the base 50 of the upright support member 4 is placed (concrete, asphalt, etc.) is not uniform, or when there is a slope, etc., grout a binding material such as cement mortar through these through holes 50a, or 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 above material, so that the upright support member 4 is stably placed horizontally, and the strength of the ground is increased. Also, the height can be adjusted.

Two through holes 5 are formed on both sides of the base 50.
1 are formed so as to pass through from the top surface to the bottom surface P at intervals. Between each through hole 51 and the side edge of the corresponding side portion of the base portion 50, a slit 51a is formed so as to pass from the upper surface to the bottom surface P. The through holes 51 and the slits 51a form a connecting portion with the brace members 28 and 30 described above.

In each pair of the upright supporting members 4 and 6 configured as described above, the one end faces 52a of the respective upright portions 52 face each other and are arranged laterally at regular intervals. Further, each of the upright support members 4 and each of the upright support members 6 are arranged such that one side surfaces 52e and 52d of each upright portion 52 face each other and a certain distance is provided in the vertical direction. As is apparent from FIG. 1, the upright support members 4 and 6 arranged at both ends in the vertical direction form the 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 respectively spaced in the longitudinal direction therebetween form a side upright support member.

Referring to FIG. 8 together with FIG. 3, a rectangular connecting plate 8a is fixed to one end of the horizontal beam member 8, and the connecting plate 8a is
Four connecting holes 8c are formed on each of the two sides of the H-shaped steel which are divided by the vertical portion 8b. Cross beam member 8
With one end of the H-shaped steel, the lower end horizontal portion 8d is placed on the horizontal surface 54b of the cantilever portion 54 of the upright supporting member 4, and the connecting plate 8a is in contact with the upright surface 54a. It is detachably connected to the cantilever portion 54. The other end of the lateral beam member 8 also has substantially the same configuration and is detachably connected to the cantilever beam portion 54 of the upright supporting member 6 in the same manner as described above. As described above, by forming the cantilever portion 54 on each of the upright supporting members 4 and 6, the length of the lateral beam member 8 can be shortened and the strength can be increased.

Referring to FIG. 3 together with FIG. 3, a rectangular connecting plate 10a is fixed to one end of the vertical beam member 10 connecting the upper end portions of the upright supporting members 4 to each other.
On both sides divided by the vertical portion 10b of the H-shaped steel,
Four connection holes 10c are formed in each. One end of the vertical beam member 10 has a side surface 52 to which the connecting plate 10a corresponds.
With the bolt B in contact with d or 52e, the side surface 5
It is detachably connected to 2d or 52e. Vertical beam member 10
The other end also has substantially the same structure and is detachably 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 supporting members 4. Further, the other vertical beam members 14 and 16 are similarly detachably connected between the upright supporting 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.
Each of 8 and 30 is separably connected. Each of the brace members 28 and 30 comprises a rod member having a rectangular cross section. A circular head 28 is provided on each end of each brace member 28.
a is formed, and a circular head portion 30 a is formed at both ends of each brace member 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 rectangular portion of the rod member is fitted into each slit 51a of the through hole 51. Two brace members 36 and 3 having substantially the same structure as the brace members 28 and 30, respectively, are provided between the upright support members 6 arranged in the longitudinal direction.
Similarly, it is detachably connected by 8.

The brace members 24 and 26 connect the lower ends of the upright supporting members 4 adjacent to each other and the center of the lower ends of the vertical beam members 10 connecting the upright supporting members 4 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.
Connection plates 26a and 26b are fixed to both ends of each. 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 ends of the corresponding vertical beam members 10, and the connecting plates 24b and 26b at the lower ends of the brace members 24 and 26 are It is detachably connected to the connecting portion provided at the lower end of the corresponding upright support member 4.

The respective lower ends of the upright supporting members 6 adjacent to each other and the center of the lower ends of the vertical beam members 16 connecting them are separably connected by brace members 32 and 34. Each of the brace members 32 and 34 has substantially the same construction as the brace members 24 and 26. Therefore, the connection between each of the brace members 32 and 34 and the corresponding vertical beam member 16 and the upright support member 6 is performed in the same manner as described above.

The upright support member shown in FIG.
In a three-dimensional construction in which one or more upright support members are spaced apart from one another, there is shown the form of upright support members 60 arranged between each of the upright support members 4 and 6 arranged at lateral ends. . Upright portion 5 of upright support member 60
Cantilever portions 54 that extend outward from the respective end faces are integrally formed at the upper ends of the two end faces. Then, corresponding ends of the lateral beam members 8 are detachably connected to the ends of the cantilever portions 54, respectively. The other structure is substantially the same as that of the upright support member 4 shown in FIGS.

FIG. 11 shows a three-dimensional construct 70 which is another form of the three-dimensional construct 2 shown in FIGS. 1 and 2. This three-dimensional structure 70 is provided with two floors 40 at intervals in the vertical direction, and is a three-story structure. The three-dimensional construct 7 can be easily understood by comparing FIG. 2 and FIG.
0 is in the form of two-dimensionally stacked three-dimensional structure 2. Upright support members 72 and 74 are used in the three-dimensional structure 70. The upright support members 72 and 74 have substantially the same construction.

An upright support member 72 is shown in FIG. As will be readily 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 includes the upright portion 52 on the upright support member 4. It has a stacked structure. The height of the upright portion 52 is specified so as to conform to the third-order formula, and the upright portion 5
A cantilever beam portion 54 similar to the above is integrally formed on the upper end portion of the one end surface 52a of the second member and the intermediate portion in the vertical direction. Upright part 5
The above-mentioned brace portions 58 are formed at the upper position and the lower position of 2, respectively. That is, the basic structure of the upright supporting member 72 (and 74) is substantially the same as that of the upright supporting member 4. Horizontally adjacent upright support members 72 and 7
The lateral beam members 8 connect the four cantilevered beams 54. Further, between the upper ends and the middle portions of the facing side surfaces of the upright support members 72 adjacent in the vertical direction, and between the upper ends and the middle portions of the facing side surfaces of the upright support members 74 adjacent in the vertical direction, respectively, the same as above. They are connected by a vertical beam member (see FIG. 11). The horizontal beam members 8 are also connected to each other by the same vertical beam members as described above. The floor 40 for the second floor is formed in the vertical middle portion of each of the upright support members 72 and 74, and the floor 40 for the third floor is formed at the upper end of each of the upright support members 72 and 74. The other structure is substantially the same as that of the construct 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 the second floor 40 and the third floor are installed. The ramp structure is installed between the floor 40 or between 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 one or more upright support members are spaced apart from each other, the upright support members 76 are arranged between each of the upright support members 72 and 74 at the lateral ends. The morphology is shown. At an upper end portion and an intermediate portion of both end faces of the upright portion 52 in the upright support member 76 shown in FIG. 13, cantilever portions 54 extending outward of the respective end faces.
Are integrally molded. Then, corresponding ends of the lateral beam members 8 are detachably connected to the ends of the cantilever portions 54, respectively. The other structure is substantially the same as that of the upright support member 72 shown in FIG. A plurality of the upright supporting 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 another form of the three-dimensional construct 2 shown in FIGS. 1 and 2.
The basic structure and layout of the three-dimensional structure 100 are substantially the same as those of the three-dimensional structure 2. First, three-dimensional structure 1
The outline of 00 will be described. The three-dimensional structure 100 is separably assembled into a rectangular parallelepiped shape as a whole, and is placed on a substantially flat surface which may be the ground surface. The upright support members 104 and 106 are integrally formed from concrete.
The configuration of the lateral and longitudinal arrays of the upright support members 104 and 106 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 faces of the upright support members 104 and 106 that are laterally opposed to each other.
8 (constituting beam means) are detachably connected. Each of the upright supporting members 104 is detachably connected by a side brace member 110 and a base brace member 112 (which constitutes a connecting means). Further, each of the upright supporting members 106 is detachably connected by a side brace member 114 and a base brace member 116. The longitudinal central portions of the horizontal beam members 108 are separably connected to each other by one vertical beam member 118. In the regions on both sides in the horizontal direction of each of the vertical beam members 118, between the horizontal beam members 108 and the upright support members 104, and between the horizontal beam members 108 and the upright support members 106, which are vertically opposed to each other, , And the two brace rods 120 and 122, which cross each other in an X shape when viewed from the top, are separably connected. The horizontal beam member 108 and the vertical beam member 118
Are formed from H-section steel.

The upper surfaces of each of the upright support members 104, 106 and the cross beam member 108 are positioned substantially on the same horizontal plane. The upper surface of each of the lateral beam members 108 and the upper surface of each of the upright supporting members 104 and 106 connected by each of the lateral 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 on a substantially rectangular peripheral edge 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 supporting 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 has a predetermined width WB and extends a predetermined length LB in the horizontal direction. The upright support member 104 is mounted on the surface, and extends from the base 150 substantially vertically upward and in the width direction. Both side surfaces 152 and 154 that define the thickness TM and both end surfaces 1 that define the horizontal length
And upright 160 having 56 and 158. The upright 160 has a flat, horizontal upper surface 162. The base 150 has an elongated shape when viewed from the top surface, and the bottom surface P is formed into a flat horizontal surface.

The upper end of the one end surface 156 of the upright portion 160 forms a vertical surface 156a. One end surface 150 of the base 150
a is positioned on the extension of the vertical surface 156a. The other end surface 158 of the upright portion 160 and the other end surface 150 of the base portion 150.
It is located on the same vertical plane as b. Upright 16
The vertical surface 156a and the one end surface 15 of the base 150 are provided on the lower portion of the one end surface 156 of the base station 0 excluding the vertical surface 156a.
Recesses 164 are formed so as to be recessed from each of 0a toward the other end surface 158 by a length L1. The lower portion of the recess 164 forms a vertical surface 156b, and the upper end of the vertical surface 156b and the 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 that projects outward from the vertical surface 156a.
6 are integrally provided. The upright 160 has a thickness TM, but at its upper end a greater thickness T
Have U. Both sides 152 and 15 of the upright 160
No. 4 consists of vertical planes parallel to each other in any thickness. A circular through hole 168 is formed in a substantially central portion of the upright portion 160. The upright support member 104 is integrally formed of concrete, and reinforcing bars are arranged at important points inside the upright support member 104. In addition, the width WB of the base portion 150 is equal to the upright portion 16
It is specified to be greater than the thickness TM and TU of 0.

The upright support member 10 constructed as described above.
Each pair of 4 and 106 is one end face 1 of each upright 160.
56 are facing each other and are laterally spaced apart. Further, each of the upright support members 104 and each of the upright support members 106 are arranged such that one side surfaces 152 and 154 of each upright portion 160 face each other and a certain distance is provided in the vertical direction. As is clear from FIG.
Upright support members 104 and 10 arranged at both ends in the vertical direction.
6 constitutes the corner upright support member of the three-dimensional structure 100. In addition, each pair of the other upright support members 104 and 106, which are vertically spaced from each other between the corner upright support members 104 and 106, form a side upright support member.

Referring to FIG. 18, a rectangular plate 170 extending in the vertical direction is fixed to one end of the horizontal beam member 108, and a vertical surface of the plate 170 projects outwardly perpendicularly from the surface. Such a gusset plate 172 is integrally fixed. 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 horizontal beam member 108 are detachably connected via the two connecting plates 174, so that one end of the horizontal beam member 108 is uprightly supported. One end surface 156 of the member 104 is connected to the upper end surface 156a. The other end of the horizontal beam member 108 also has substantially the same configuration, and is separably 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 upright support members 104 and 106 connected to each other by the lateral beam member 108 are formed.

Referring to FIG. 19, gusset plates 176 are fixed to both sides of the longitudinal beam central portion of the lateral beam member 108. The vertical portion 118a at one end of the vertical beam member 118 and one of the gusset plates 176 are two connecting plates 178.
The vertical beam member 1 by being separably connected via
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 brace rod 120 is detachably connected to the cross beam member 108, and the other end (not shown) is detachably connected to one side surface of the upper end portions of the upright supporting members 104 and 106, respectively. Each of the brace rods 122 is connected in the same manner. The brace rods 120 and 122 have a turnbuckle (not shown).

Referring to FIG. 20, base brace member 1
12 has a substantially rectangular shape and is integrally molded from concrete. One end of the base brace member 112 is detachably connected to one side of the base 150 of the upright supporting member 104 via two L-shaped connecting plates 180, and the other end (not shown) is connected to the other upright supporting member 104. On one side of the base 150,
Similarly, they are detachably connected. The base brace members 116 also have substantially the same structure, and are similarly detachably connected between the upright supporting members 106. The base brace members 112 and 116 can each have a function of a stopper of a vehicle wheel.

Referring to FIG. 21, side brace member 1
10 is substantially rectangular and is integrally molded from concrete. One end of the side brace member 110 has two L-shaped connecting plates 1 on the other end surface 158 of the upright supporting member 104.
The other end (not shown) is detachably connected via 82.
Similarly, it is detachably connected to the other end surface 158 of the other upright supporting member 104. The side brace member 1
14 also have substantially the same construction and are similarly 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 molded from concrete. Horizontal lower surfaces 184 extending from one side to the other side are formed at both ends of the lower surface of the floor panel member 144 in the longitudinal direction. The floor panel member 144 also has a flange portion 1 extending downwardly from an inner edge of each of the horizontal lower surfaces 184.
86 is formed. The flange portion 186 is formed continuously in an annular shape on the lower surface of the floor panel member 144 at the peripheral edge portion excluding each of the horizontal lower surfaces 184. A connecting plate member 190 including a horizontal portion 188 extending outward from each of the surfaces and a locking portion 189 extending vertically downward from each tip of the horizontal portion 188 is integrally formed on both end surfaces of the floor panel member 144. It is provided in.

Referring to FIG. 23, as described above, the upper surface of each of the lateral beam members 108 and the upper surface of each of the upright supporting members 104 and 106 interconnected by each of the lateral beam members 108 causes the lateral direction to be increased. The horizontal mounting surface S (S
0, S1 ...) are formed. As is apparent from the above 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 members 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 placement surface S0 located on the left side is the three-dimensional structure 10
Horizontal mounting surface S located at one end of 0 and located on the right side
Reference numeral 1 denotes a horizontal mounting surface positioned adjacent to it.

First, the structure of the connecting portion between the right horizontal mounting surface S1 and the two floor panel members 144 mounted on the horizontal mounting surface S1 will be described. On the horizontal mounting surface S1, one end surfaces of the floor panel members 144 are mounted so as to face each other with a gap therebetween. A channel member 200 that extends continuously over the upright supporting member 104, the lateral beam member 108, and the upright supporting member 106 is fixed in the gap on the horizontal mounting surface S1. The channel member 200 includes a pair of vertical portions 202 facing each other with a space in the vertical direction.
And a horizontal bottom portion 204 connecting the lower ends of the vertical portions 202
The horizontal bottom portion 204 is fixed to the horizontal mounting surface S1. A plurality of cylindrical nut members 206 each having an internal thread formed on the inner peripheral surface thereof are vertically fixed to the horizontal bottom portion 204 (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.
Spaced apart above each other and each locking portion 189
Are positioned with a gap between them and the inner surface of the corresponding vertical portion 202. An elongated rectangular plate 208 (constituting the 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 bolts are attached to each of the horizontal portions 188. Are connected so that they can be separated. Plate 20
8 is detachably connected to each of the nut members 206 by bolts 210. As described above, both ends of each 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 surface of the upper end portion of the upright support member 104 or 106, or
The lateral beam member 108 is positioned so as to face each other with a gap on one side surface corresponding to the upper end portion thereof. Locking part 18
The positional relationship between each of the floor panel members 144 and the corresponding upright support members 104 and 106, and the lateral beam members are as follows. It has a restraining function when a certain amount of relative movement occurs in the vertical direction with respect to 108, and strengthens the mutual connection relationship.

Referring to FIG. 21 together with FIG. 23, the plate 208 has a plurality of through holes 212 formed therein. At least one lateral end of the channel member 200 projects laterally from the upright support member 104 or 106, and the horizontal bottom portion 202 at the projected one end is provided with a drainage means including a drain hole (not shown). There is. The drainage means includes a drainage pipe 214 extending vertically downward along the other end surface 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 0 is smoothly drained through the drain pipe 214.

Next, referring again to FIG. 23, the left horizontal mounting surface S0 and the floor panel member 144 mounted on this horizontal mounting surface S0.
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 extending outward from the horizontal mounting surface S0 in the vertical direction and then bending 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 (longitudinal 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 integrally formed on both ends of.
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 (which penetrates 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 to the hooks 224 at intervals. Flange portion 18 of floor panel member 144
6 is positioned to face one side surface of the upright support member 104 or 106 at the upper end thereof or one side surface of the transverse beam member 108 at the upper end thereof with a gap therebetween. The above configuration provides a floor panel member 144, corresponding upright support members 104 and 106, and a cross beam member 10.
It has a restraint function in the case where a certain amount of relative movement in the vertical direction occurs between 8 and 8, and strengthens the mutual connection relationship. Note that 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 the upright supporting member 106. Side (left side of FIG. 24)
The side panel member 146, which has a substantially rectangular shape when viewed from the bottom and has a curved lower end, is integrally formed from concrete. A plurality of brackets 242 are attached to 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 detachably connecting each bracket 242 of 46 to the corresponding bracket 240 of the upright support member 106. A similar bracket 240 is used for the three-dimensional construction 10.
0 of the transverse beam members 108 located at both ends in the vertical direction, similar portions of the other upright supporting members 106 and 104, and the floor panel member 14 located at both ends in the lateral direction of the three-dimensional structure 100.
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]

EXAMPLE Next, a preferred example of the three-dimensional structure 100 shown in FIG. 14 will be described. Referring to FIGS. 14 to 17,
A pair of corner upright support members 10 is provided at both ends in the vertical direction.
4 and 106 are disposed with 4 pairs of side upright support members 104 and 106 disposed therebetween. Corner and side upright support members 104 and 10 having substantially the same construction
The dimensions of each part in each of No. 6 are as follows.

From 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 the 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
The width WB of 0 is 650 mm, the thickness TU of the upper end portion of the upright portion 160 is 400 mm, the thickness TM of the portion excluding the upper end portion of the upright portion 160 is 300 mm, and the one end surface 156a of the upright portion 160.
The depth L1 from the common vertical surface (defining one end surface of the upright support member) to the vertical surface 156b of the recess 164 to the vertical surface 156b common to the one end surface 150a of the base 150 is 600 mm, and the diameter of the through hole 168 is 1,600 mm. The region where the thickness of the upper end portion of the upright portion 160 has TU is a region defined by the length L2 from the upper surface of the upright portion 160 downward and the length L3 from the one end face 156a to the other end face 158, Upright 160
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.
The length L4 is 0 mm and the length L4 is 400 mm.

Each of the transverse beam members 108 is made of H-shaped steel. The width and height of the H-shaped steel forming the lateral beam member 108 is 400 mm, and the total length is 8,800 mm. Upright support members 104 interconnected by cross beam members 108
And 106, the lateral spacing between the one end surfaces 156a of the upright portions 160 is 9,000 mm, and the vertical spacing between the widthwise centers of the upright support members 104 is 5,50.
0 mm, and the vertical spacing between the widthwise centers of each of the upright support members 106 is 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 is made of a steel round bar with a turnbuckle and has a diameter of 13 mm.

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

Although the embodiments of the assembly and placement type three-dimensional structure according to the present invention have been described above, the present invention is not limited to the above 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 assembling and mounting type three-dimensional structure of the present invention, it is possible to obtain a larger use space than that of the conventional three-dimensional structure having the pillar structure in the same installation area, so that the convenience is improved. Further, not only the expansion of the area in the horizontal and horizontal directions but also the expansion of the area in the horizontal and vertical directions can be easily performed at a relatively low cost. Furthermore, the significant simplification of the components makes the production of the components more efficient, which significantly reduces the assembly time of the overall three-dimensional structure and thus the construction costs.

[Brief description of drawings]

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

FIG. 2 is a diagram showing a cutaway view of the three-dimensional structure shown in FIG.

FIG. 3 is an exploded view of a part of the three-dimensional structure shown in FIG.

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

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

6 is a right side view of FIG. 4.

7 is a top view of FIG.

FIG. 8 is an exploded perspective view showing a connecting portion between an upright supporting member and a lateral beam member.

FIG. 9 is an exploded perspective view showing a connecting portion between an upright supporting member and a 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 assembly and placement type three-dimensional structure according to the present invention with a part broken away.

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

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

FIG. 14 is a perspective view showing still another embodiment of the assembly and placement type three-dimensional structure according to the present invention, with a part broken away.

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

16 is a left side view of FIG.

FIG. 17 is a top view of FIG.

18 is an enlarged perspective view showing a connecting portion between the upright supporting member and the lateral beam member in FIG.

FIG. 19 is an enlarged view of part A in FIG.

20 is an enlarged view of part B in FIG.

FIG. 21 is an enlarged view of part C in FIG.

22 is a perspective view showing a floor panel member used in the three-dimensional structure shown in FIG. 14 with a part thereof cut away.

23 is a diagram showing a connection state of a floor panel member and a lateral beam member used in the three-dimensional structure shown in FIG.
FIG. 15 is a partially cutaway view seen from the horizontal direction in FIG. 14.

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

[Explanation of symbols]

2, 70 and 100 Three-dimensional construction 4, 6, 72, 76, 104 and 106 Upright support member 8 and 108 Cross beam member 10, 12, 14, 16, 18, 20, 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 Recesses 144 Floor panel members 200 Channel members 202 Stopper units

Claims (11)

[Claims] 1. A three-dimensional construct that is separably assembled and rests on a substantially flat surface, which rests on a surface that extends horizontally and for a predetermined length with a predetermined width. And an upright portion having 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, each of which is made of concrete. A plurality of upright support members integrally formed, each of the upright support members being spaced apart from each other in the horizontal transverse direction and in the horizontal longitudinal direction orthogonal to the horizontal transverse direction; Each of the upright support members adjacent to each other in the direction,
One end faces of the respective upright portions face each other and are arranged at a constant interval in the horizontal lateral direction and are separably connected by beam means, and the upright portions adjacent to each other in the horizontal vertical direction. Each of the support members is
A three-dimensional structure, wherein one side surfaces of each of the upright portions face each other and are arranged at a constant interval in the horizontal vertical direction, and are separably connected to each other by a connecting means. . 2. The three-dimensional construct of claim 1, wherein each of the upright support members has a substantially identical construction. 3. The upright support member is arranged so as to connect between upper end portions of the one end faces of the upright portions of each of the upright support members facing each other in the horizontal lateral direction, and the upright support member. One end surface of each upright portion is defined by the one end surface of the upright portion and one end surface of the base portion, and the other end surface of each of the upright supporting members is defined by the other end surface of the upright portion and the other end surface of the base portion. The one end surface of each of the upright support members, the lower end portion of the upright portion excluding at least the upper end portion, the one end surface at the upper end portion of the upright portion, and the base portion. 2. A recess that is recessed from each of the one end faces of the upright support member in the direction of the other end face of each of the upright support members is formed.
The described three-dimensional construct. 4. The beam means is arranged to connect between the upper ends of the upright portions of each of the upright support members facing each other in the horizontal transverse direction, at the one end surface thereof. The upper surface of each of the uprights and the upper surface of each of the upright portions connected by the beam means define a horizontal mounting surface extending in the horizontal direction, and the horizontal mounting surfaces are adjacent to each other at intervals in the horizontal vertical direction. Between the horizontal mounting surfaces, a plurality of floor panel members integrally formed from concrete and having a substantially rectangular planar shape are mounted, and each of the floor panel members has at least the horizontal vertical direction. The three-dimensional structure according to claim 1, wherein the three-dimensional structure is detachably connected to each of the horizontal mounting surfaces other than the horizontal mounting surfaces located at both ends. 5. A horizontal lower surface mounted on the corresponding horizontal mounting surface, and a flange extending downward from an inner edge of the horizontal lower surface at both ends of the floor panel member in the horizontal vertical direction. Sections are formed, and in a state in which the horizontal lower surface of each of the floor panel members is mounted on the corresponding horizontal mounting surface, each of the flange portions of each of the floor panel members is provided with each of the upright supporting members. 5. The three-dimensional structure according to claim 4, wherein the three-dimensional structure is positioned so as to be opposed to the corresponding one side surface of the upper end portion of the upright portion or the corresponding one side surface of the upper end portion of the beam means with a gap therebetween. 6. A stopper means is disposed on each of the horizontal mounting surfaces located at both ends in the horizontal vertical direction, and each of the stopper means is arranged in the horizontal vertical direction from above each of the horizontal mounting surfaces. A plurality of first hooks that extend outward and then bend downward, and a plurality of first hooks that extend inward in the horizontal longitudinal direction and then bend upward on each of the horizontal mounting surfaces. Two hooks, one end surface of each of the floor panel members mounted on each of the horizontal mounting surfaces located at both ends, above each upper end of each of the second hooks. A horizontal portion that extends outward in the horizontal vertical direction; and a locking portion that extends vertically downward so as to engage with each of the second hooks with a gap at the tip of each of the horizontal portions. The three-dimensional structure according to claim 5, wherein a connecting plate member is provided. 7. One 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. Are placed so as to face each other, and extend continuously from one of the upright support members to the other in the gaps on each of the other horizontal placement surfaces and face each other at intervals in the horizontal longitudinal direction. 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, A horizontal portion extending in a direction toward each other above the upper end of each vertical portion of the corresponding channel member is provided on each of the one end surfaces facing each other with a gap, and each of the horizontal portions. At the tip, of the vertical portion of the channel member Connection plate members each including a locking portion extending vertically downward with a gap between each of the connection plate members facing each other. The cover plate means is disposed over the upper surface of the horizontal portion and is separably connected via cover plate means extending along the channel member, and each of the cover plate means is 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 portion of each of the channel members in the horizontal lateral direction is connected to one or the other of the upright support members by the horizontal lateral direction. The three-dimensional structure according to claim 5, wherein a drainage means including a drainage hole is formed in the horizontal bottom portion of the one end portion of each of the protruding channel members. 8. The base of each of the upright support members has a substantially horizontal bottom surface that rests on the surface, and the upright portion of each of the upright support members has a substantially horizontal top surface. The one end surface of each of the upright support members is defined by the one end surface of the upright portion and the one end surface of the base portion, and the other end surface of each of the upright support members is the other end surface of the upright portion and the base portion. Is defined by the other end surface of the base and is defined by a substantially vertical common surface, and the length LB from the one end surface to the other end surface of the base and the one end surface to the other end surface at the upper end of the upright portion. The length LU is 3,000 mm, the height H from the bottom surface of the base to the upper surface of the upright portion is 2,700 mm, the width WB of the base is 650 mm, and the thickness of the upper end portion of the upright portion. TU is 400 mm, thickness TM of the portion of the upright portion excluding the upper end is 300 m
The three-dimensional structure according to claim 1, wherein the three-dimensional structure is defined as m. 9. The one end surface of each of the upright support members, the one end surface at the upper end portion of the upright portion being at a lower part of the one end surface of the upright portion excluding at least the upper end portion. , And the one end surface of the base portion, a recess is formed so as to be recessed in the direction of the other end surface of each of the upright support members, and the recess is formed from the one end surface of the upright support member to the other end surface. The three-dimensional structure according to claim 8, which has a vertical surface at a position of 600 mm in the direction. 10. Each of said beam means is comprised of H-section steel, said horizontal lateral spacing between said one end faces of said uprights of each of said upright support members is 9,000 mm, the width of said H-section steel and The height is 400 mm, the total length is 8,800 mm, and the horizontal and vertical intervals between the widthwise centers of the upright supporting members are 5,500 mm, respectively.
The described three-dimensional construct. 11. A three-dimensional construct that is separably assembled and rests on a substantially flat surface, resting on a surface that extends horizontally and for a predetermined length with a predetermined width. And an upright portion having 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, each of which is made of concrete. A plurality of integrally formed upright support members, each of the upright support members being spaced apart from each other in a horizontal transverse direction and a horizontal longitudinal direction orthogonal to the horizontal transverse direction; Each of the upright support members adjacent to each other,
One end faces of the respective upright portions face each other and are arranged at a constant interval in the horizontal lateral direction, and are separably connected by beam means, and the upright portions adjacent to each other in the horizontal vertical direction. Each of the support members is
One side surfaces of each of the upright portions face each other and are arranged at a constant interval in the horizontal vertical direction, and are separably connected to each other by a connecting means. A pair of corner upright support members arranged at both ends in the horizontal vertical direction, and a plurality of pairs of the corner upright support members arranged at intervals in the horizontal vertical direction between each pair of the corner upright support members. A three-dimensional structure, comprising a side upright support member.