JP2003306976A - Prefabricated building - Google Patents

Prefabricated building

Info

Publication number
JP2003306976A
JP2003306976A JP2002113491A JP2002113491A JP2003306976A JP 2003306976 A JP2003306976 A JP 2003306976A JP 2002113491 A JP2002113491 A JP 2002113491A JP 2002113491 A JP2002113491 A JP 2002113491A JP 2003306976 A JP2003306976 A JP 2003306976A
Authority
JP
Japan
Prior art keywords
ceiling
floor
side wall
unit
frame
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002113491A
Other languages
Japanese (ja)
Other versions
JP3541031B2 (en
Inventor
Tetsuhiro Kato
鉄弘 加藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Araigumi Co Ltd
Original Assignee
Araigumi Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Araigumi Co Ltd filed Critical Araigumi Co Ltd
Priority to JP2002113491A priority Critical patent/JP3541031B2/en
Publication of JP2003306976A publication Critical patent/JP2003306976A/en
Application granted granted Critical
Publication of JP3541031B2 publication Critical patent/JP3541031B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a prefabricated building whose size can be reduced to a size small enough to enable transportation, in the transportation to an installation site, and can be greatly increased in installation on the installation site. <P>SOLUTION: A ceiling unit B is assembled to a top surface of a building body unit A, the top surface and both the side surfaces of which are opened, so as to be ascendable/descendable in a height direction; paired left and right side wall units C and C are assembled to both the side surfaces of the unit A and those of the ceiling unit B so as to be slidable in a width direction; the ceiling unit B is made to ascend/descend vertically with respect to the unit A; and the units C and C are slid left and right with respect to the unit A, so that the size of the prefabricated building can be reduced to the size small enough to enable the transportation, in the transportation to the installation site, and can be greatly increased in the installation on the installation site. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、設置現場への輸送
時には大きさを輸送が可能な大きさに縮小でき、設置現
場での設置時には大きく拡張できるようにした組立式建
物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a prefabricated building that can be reduced in size to a size that can be transported during transportation to an installation site and can be greatly expanded during installation at the installation site.

【0002】[0002]

【従来の技術】通常、自動車用エンジンは、その開発段
階或いは生産ラインで組み立てられた段階において、動
力性能や耐久性能等の種々の性能テストが行われてい
る。自動車用エンジンの性能テストを行う場合、組立式
建物が防音室として用いられる。この防音室として用い
られる組立式建物を設置する方法には、組立式建物の構
成部材を一括して設置現場に運び、設置現場で組み立て
て設置する方法と、予め組み上げた組立式建物を設置現
場に運んで設置する方法がある。
2. Description of the Related Art Normally, an automobile engine is subjected to various performance tests such as power performance and durability performance at the development stage or the stage where it is assembled in a production line. When conducting performance tests on automobile engines, prefabricated buildings are used as soundproof rooms. The method of installing the prefabricated building used as this soundproof room is to carry all the components of the prefabricated building to the installation site and assemble them at the installation site, and to install the prefabricated prefabricated building at the installation site. There is a method to carry it to and install it.

【0003】[0003]

【発明が解決しようとする課題】ところで、組立式建物
の構成部材を一括して設置現場に運び、設置現場で組み
立てる場合、組立式建物の組み立てに熟練した者を設置
現場に派遣して組み立てなければならないため、組立作
業に多大な時間と手間を要するとともに、組立式建物の
構成部材を一時的に置く場所を確保しなければならない
等の問題があった。
By the way, when the components of the prefabricated building are collectively transported to the installation site and assembled at the installation site, a person skilled in the assembly of the prefabricated building must be dispatched to the installation site for assembly. As a result, the assembly work requires a lot of time and labor, and there is a problem that a place for temporarily placing the components of the prefabricated building must be secured.

【0004】一方、予め組み上げた組立式建物を設置現
場に運ぶ場合、設置現場での組み立ては簡単な僅かの作
業で済み、しかも、組立式建物の構成部材を一時的に置
く場所を確保しなくて済むが、組み立てた組立式建物を
輸送できる大きさには制限があり、自動車用エンジンの
性能テストを行う防音室として用いる比較的大きな組立
式建物を輸送することは困難である。
On the other hand, when the preassembled building is carried to the installation site, the assembly at the installation site requires a simple and simple operation, and a place for temporarily placing the components of the assembled building is not secured. However, there is a limit to the size of the assembled prefabricated building that can be transported, and it is difficult to transport a relatively large prefabricated building that is used as a soundproof room for performance testing of automobile engines.

【0005】そこで、本発明の目的は、設置現場への輸
送時には大きさを輸送が可能な大きさに縮小でき、設置
現場での設置時には大きく拡張できる組立式建物を提供
することにある。
Therefore, an object of the present invention is to provide a prefabricated building which can be reduced in size to a size that can be transported at the time of transportation to the installation site and can be greatly expanded at the time of installation at the installation site.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するた
め、本発明は、上面および両側面を開口させた建物本体
ユニットと、この建物本体ユニットの上面に高さ方向に
昇降可能に組み付けられた天井ユニットと、前記建物本
体ユニットの両側面に幅方向にスライド可能に組み付け
られた左右一対の側壁ユニットとからなり、前記建物本
体ユニットは、床パネルが敷設される床骨組の四隅に床
柱を立設させ、前記床骨組の前方側両隅および後方側両
隅に位置する床柱間に壁パネルを配置させて形成され、
前記天井ユニットは、天井パネルが敷設される前記床骨
組の大きさと略同じ大きさを有する天井骨組の四隅に天
井柱を吊設させて形成され、前記側壁ユニットは、前記
建物本体ユニットの奥行き方向の長さと略同じ長さを有
する床梁の複数の所定位置に前記床柱の長さと略同じ長
さを有する側壁床柱を立設させるとともに、前記床梁の
複数の所定位置に片持ち床桁を側方に突設させ、前記側
壁床柱間に壁パネルを配置させた側壁骨組と、前記床梁
の長さと略同じ長さを有する天井梁に前記天井柱の長さ
と略同じ長さを有する複数の側壁天井柱を前記側壁床柱
と対応して吊設させるとともに、前記天井梁に前記片持
ち床桁の長さと略同じ長さを有する複数の片持ち天井桁
を側方に突設させ、前記側壁天井柱を前記側壁床柱に上
下移動可能に挿入させた拡張用骨組とから形成され、前
記建物本体ユニットの床柱に前記天井ユニットの天井柱
を上下移動可能に挿入させ、かつ、前記建物本体ユニッ
トの床骨組を構成する横組み材に前記側壁ユニットの片
持ち床桁を左右移動可能に挿入させるとともに、前記天
井ユニットの天井骨組を構成する横組み材に前記側壁ユ
ニットの片持ち天井桁を左右自在に挿入させたものであ
る。
In order to achieve the above-mentioned object, the present invention has a building body unit having an upper surface and both side surfaces opened, and is assembled on the upper surface of the building body unit so as to be vertically movable. It consists of a ceiling unit and a pair of left and right side wall units slidably mounted on both side surfaces of the building body unit, and the building body unit stands floor pillars at four corners of a floor frame on which floor panels are laid. And is formed by arranging wall panels between floor columns located at both front and rear corners of the floor frame,
The ceiling unit is formed by suspending ceiling pillars at four corners of a ceiling frame having a size substantially the same as the size of the floor frame on which a ceiling panel is laid, and the side wall unit is a depth direction of the building body unit. While standing the side wall floor pillar having a length substantially the same as the length of the floor pillar at a plurality of predetermined positions of the floor beam having a length substantially equal to that of the floor beam, a cantilever floor girder at a plurality of predetermined positions of the floor beam. Side wall skeletons projecting laterally and having wall panels arranged between the side wall floor pillars, and a plurality of ceiling beams having substantially the same length as the floor beams, and a plurality having substantially the same length as the ceiling pillars While hanging the side wall ceiling pillar corresponding to the side wall floor pillar, a plurality of cantilever ceiling girders having a length substantially the same as the length of the cantilever floor girder are laterally projected on the ceiling beam, and Insert the side wall ceiling pillar into the side wall floor pillar so that it can move up and down. And a side wall unit formed on the horizontal frame member that constitutes the floor frame of the building body unit, the ceiling frame of the ceiling unit being vertically movably inserted into the floor column of the building body unit. The cantilever floor girder is movably inserted in the left-right direction, and the cantilever ceiling girder of the side wall unit is inserted left and right freely in the horizontal member constituting the ceiling frame of the ceiling unit.

【0007】また、本発明は、前記建物本体ユニット、
天井ユニットおよび側壁ユニットを奥行き方向に拡縮可
能な構造とすることができる。
Further, the present invention provides the building body unit,
The ceiling unit and the side wall unit can be configured to be expandable / contractible in the depth direction.

【0008】[0008]

【発明の実施の形態】以下に本発明の実施形態を図面に
基づいて詳細に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below in detail with reference to the drawings.

【0009】図1乃至図12は自動車用エンジンの性能
テストを行う防音室として適用される実施形態の本発明
の組立式建物を示す。図1乃至図3は本発明の組立式建
物の縮小時を示し、図1はその正面図、図2はその縦断
正面図、図3はその縦断側面図である。図4乃至図6は
本発明の組立式建物の拡張時を示し、図4はその正面
図、図5はその側面図、図6はその平面図である。図7
および図8は本発明の組立式建物の縮小時の骨組を示
し、図7はその正面図、図8はその側面図である。図9
乃至図11は本発明の組立式建物の拡張時の骨組を示
し、図9はその正面図、図10はその側面図、図11は
その平面図である。
1 to 12 show a prefabricated building according to an embodiment of the present invention applied as a soundproof room for performing a performance test of an automobile engine. 1 to 3 show the prefabricated building of the present invention at the time of reduction, FIG. 1 is its front view, FIG. 2 is its longitudinal front view, and FIG. 3 is its longitudinal side view. 4 to 6 show the prefabricated building of the present invention when expanded, FIG. 4 is its front view, FIG. 5 is its side view, and FIG. 6 is its plan view. Figure 7
8 is a front view of the prefabricated building according to the present invention at the time of reduction, and FIG. 8 is a side view thereof. Figure 9
11 to 11 show the frame of the prefabricated building of the present invention at the time of expansion, FIG. 9 is its front view, FIG. 10 is its side view, and FIG. 11 is its plan view.

【0010】本発明の組立式建物は、上面および両側面
を開口させた建物本体ユニットAと、この建物本体ユニ
ットAの上面に高さ方向(X方向)に昇降可能に組み付
けられた天井ユニットBと、建物本体ユニットAの両側
面に幅方向(Y方向)にスライド可能に組み付けられた
左右一対の側壁ユニットC,Cとを備えている。
In the prefabricated building of the present invention, a building body unit A whose upper surface and both side surfaces are opened, and a ceiling unit B mounted on the upper surface of the building body unit A so as to be able to move up and down in the height direction (X direction). And a pair of left and right side wall units C, C mounted on both side surfaces of the building body unit A so as to be slidable in the width direction (Y direction).

【0011】建物本体ユニットAは、床骨組1の四隅に
それぞれ床柱2,2…を上方へ立設させ、床骨組1の前
方側両隅に位置する床柱2,2および後方側両隅に位置
する床柱2,2の上端部同士をそれぞれ支持部材7,7
で結合させている。床骨組1は、奥行き方向(Z方向)
に適当に間隔を置いて配列された例えば角鋼管等の複数
(図面では4本)の横組み材3,3…と、この各横組み
材3,3…の間に幅方向(Y方向)に適当に間隔を置い
て配列された例えば角鋼管等の複数(図面では9本)の
縦組み材4,4…とを長方形の格子状に組み合わせて形
成されており、その上面には例えば鋼板等の床パネル5
が敷設されている。尚、床骨組1の横組み材3,3…の
両端部下面には、それぞれ建物本体ユニットAの水平出
しを行うための高さ調節可能なレベル台6,6…が配設
されている。
In the main building unit A, floor pillars 2, 2 ... Are erected upright at the four corners of the floor frame 1, and the floor pillars 2, 2 are located at the front corners of the floor frame 1 and at the rear corners. The upper ends of the floor pillars 2 and 2 are
Are combined with. Floor frame 1 is in the depth direction (Z direction)
A plurality of (four in the drawing) horizontally assembled members 3, 3 ... Arranged at appropriate intervals in the width direction and the width direction (Y direction) between the horizontally assembled members 3, 3. Is formed by combining a plurality of (9 in the drawing) vertical assembly members 4, 4 ... Arranged at appropriate intervals in a rectangular lattice shape on the upper surface thereof, for example, a steel plate. Etc. floor panel 5
Has been laid. .. are provided on the lower surfaces of both ends of the horizontal members 3, 3, ... Of the floor frame 1 so that the height tables 6, 6 ...

【0012】床柱2,2…は、例えば角鋼管等からな
り、床骨組1の前方側両隅に位置する床柱2,2と支持
部材7との間に形成された開口部に例えば鋼板等の前面
下部パネル8を配置させるとともに、床骨組1の後方側
両隅に位置する床柱2,2と支持部材7との間に形成さ
れた開口部に例えば鋼板等の後面下部パネル9を配置さ
せている。前面下部パネル8には、人等が出入りするた
めの出入口10と、この出入口10を開閉するための引
き扉11が配設されている。引き扉11は、上端両側に
取付けた一対の吊車12,12を介して出入口10の上
方に取付けられた走行用レール13に吊下げ支持されて
おり、吊車12,12が走行レール13に沿って走行す
ることによって出入口10の開閉を行う。
The floor pillars 2, 2, ... Are made of, for example, square steel pipes, and have openings formed between the floor pillars 2, 2 and the support member 7 located at both front corners of the floor frame 1 and made of, for example, steel plates. While arranging the lower front panel 8 and arranging the lower rear panel 9 such as a steel plate in the openings formed between the floor posts 2 and 2 located at both rear-side corners of the floor frame 1 and the support member 7, There is. The front lower panel 8 is provided with a doorway 10 for people to enter and exit, and a sliding door 11 for opening and closing the doorway 10. The sliding door 11 is suspended and supported by a traveling rail 13 mounted above the doorway 10 through a pair of suspension wheels 12 and 12 mounted on both sides of the upper end, and the suspension vehicles 12 and 12 extend along the traveling rail 13. The doorway 10 is opened and closed by traveling.

【0013】天井ユニットBは、天井骨組21の下面の
四隅にそれぞれ天井柱22,22…を下方に吊設させて
形成されており、天井柱22,22…を建物本体ユニッ
トAの床柱2,2…内にそれぞれ上下移動可能に挿入さ
せることにより、建物本体ユニットAに対して高さ方向
に昇降可能に構成されている。
The ceiling unit B is formed by suspending ceiling columns 22, 22 ... At the four corners of the lower surface of the ceiling frame 21, respectively. The ceiling columns 22, 22 ... It is configured to be movable up and down in the height direction with respect to the building body unit A by being inserted into each of the two inside so as to be vertically movable.

【0014】天井ユニットBの天井骨組21は、建物本
体ユニットAの床骨組1の横組み材3,3…の長さと同
じ長さを有し、奥行き方向(Z方向)に適当に間隔を置
いて配列された例えば角鋼管等の複数(図面では4本)
の横組み材23,23…と、建物本体ユニットAの床骨
組1の縦組み材4,4…の長さと同じ長さを有し、横組
み材23,23…の間に幅方向(Y方向)に適当に間隔
を置いて配列された例えば角鋼管等の複数(図面では9
本)の縦組み材24,24…とを長方形の格子状に組み
合わせて建物本体ユニットAの床骨組1の大きさと同じ
大きさに形成されている。この天井骨組21の横組み材
23,23…と縦組み材24,24…とを格子状に組み
合わせてこれらの間に形成された複数の開口部にはそれ
ぞれ例えば鋼板等の天井パネル25,25…が配置され
ている。尚、天井骨組21の下面の幅方向中央には例え
ばI形鋼等の走行レール28が取付けられており、この
走行レール28に沿って走行可能に吊上げ手段、例えば
チェーンブロック29が配設されている。
The ceiling frame 21 of the ceiling unit B has the same length as the horizontal members 3, 3 ... of the floor frame 1 of the building body unit A, and is appropriately spaced in the depth direction (Z direction). (4 in the drawing) such as square steel pipes arranged in a row
Of the horizontal frame members 23, 23 ... and the vertical frame members 4, 4 of the floor frame 1 of the building body unit A, and the width direction (Y Direction, the plurality of square steel pipes (9 in the drawing) are arranged at appropriate intervals.
The vertical assembly members 24, 24 ... Of this type) are combined in a rectangular lattice shape to form the same size as the floor frame 1 of the building main unit A. The horizontal frame members 23, 23 ... And the vertical frame members 24, 24 ... Of this ceiling frame 21 are combined in a grid pattern, and a plurality of openings formed between them are respectively provided with ceiling panels 25, 25 such as steel plates. ... is arranged. A traveling rail 28 made of, for example, an I-shaped steel is attached to the center of the lower surface of the ceiling frame 21 in the width direction, and lifting means, for example, a chain block 29 is disposed so as to be able to travel along the traveling rail 28. There is.

【0015】天井柱22,22…は、例えば角鋼管等か
らなり、天井骨組21の前方側両隅に位置する天井柱2
2,22の間に例えば鋼板等の前面上部パネル26を配
置させるとともに、天井骨組21の後方側両隅に位置す
る天井柱22,22の間に例えば鋼板等の後面上部パネ
ル27を配置させている。前面上部パネル26および後
面上部パネル27は、天井ユニットBの天井骨組21に
一体に取付けられており、天井ユニットBが下降位置の
状態においては建物本体ユニットAの前面下部パネル8
および後面下部パネル9の裏面側に重なって位置してお
り、天井ユニットBを上昇すると建物本体ユニットAの
前面下部パネル8および後面下部パネル9の上側に隣接
して位置するようになっている。
The ceiling columns 22, 22, ... Are made of, for example, square steel pipes, and are located at both front corners of the ceiling frame 21.
A front upper panel 26 made of, for example, a steel plate is arranged between the two 2, 22, and a rear upper panel 27 made of, for example, a steel plate is arranged between the ceiling columns 22, 22 located at both rear-side corners of the ceiling frame 21. There is. The front upper panel 26 and the rear upper panel 27 are integrally attached to the ceiling frame 21 of the ceiling unit B, and when the ceiling unit B is in the lowered position, the front lower panel 8 of the building main unit A is installed.
It is positioned so as to overlap with the rear surface side of the rear lower panel 9, and when the ceiling unit B is lifted, it is positioned adjacent to the upper side of the lower front panel 8 and the lower rear panel 9 of the building main unit A.

【0016】側壁ユニットCは、側壁骨組31と拡張用
骨組32とを備えている。側壁骨組31は、建物本体ユ
ニットAの床骨組1の奥行き方向の長さと同じ長さを有
する例えば角鋼管等の床梁33に、建物本体ユニットA
の床柱2,2…の長さと同じ長さを有する例えば角鋼管
等の複数(図面では4本)の側壁床柱34,34…を適
当に間隔を置いて上方へ立設させ、各側壁床柱34,3
4…の上端部同士をそれぞれ支持部材35,35…で結
合させるとともに、床梁33に建物本体ユニットAの床
骨組1の横組み材3,3…の長さの略半分の長さを有す
る例えば角鋼管等の複数(図面では4本)の片持ち床桁
36,36…を適当に間隔を置いて側方へ突設させて形
成されている。側壁骨組31の側壁床柱33,33…と
支持部材35,35…の間に形成される開口部にはそれ
ぞれ例えば鋼板等の側面下部パネル37,37…が配置
されており、その内の一つの側面下部パネル(中央位置
に配置された側面下部パネル)37には、人等が出入り
するための出入口38と、この出入口38を開閉するた
めの開き扉39と、窓40とが配設されている。開き扉
39は、一側縁が出入口38の一側部にヒンジ(図示せ
ず)を介して揺動可能に支持されており、ヒンジを介し
て回動することによって出入口38の開閉を行う。
The side wall unit C includes a side wall frame 31 and an expansion frame 32. The side wall frame 31 has the same length as the length of the floor frame 1 of the building body unit A in the depth direction.
Of a plurality of (four in the drawing) side wall floor pillars 34, 34 having the same length as that of the floor pillars 2, 2, ... , 3
The upper end portions of 4 ... Are joined by the supporting members 35, 35, respectively, and the floor beam 33 has approximately half the length of the horizontal members 3, 3, ... Of the floor frame 1 of the building body unit A. For example, a plurality of (four in the drawing) cantilever floor girders 36, 36 ... Such as square steel pipes are formed by projecting laterally at appropriate intervals. In the openings formed between the side wall floor pillars 33, 33 ... Of the side wall frame 31 and the supporting members 35, 35 ... Side side lower panels 37, 37 ... Of steel plates etc. are arranged respectively, and one of them is arranged. The side lower panel (side lower panel located at the central position) 37 is provided with an entrance / exit 38 for people to enter and exit, an opening door 39 for opening / closing the entrance / exit 38, and a window 40. There is. The hinged door 39 has one side edge swingably supported on one side of the doorway 38 via a hinge (not shown), and opens and closes the doorway 38 by rotating via the hinge.

【0017】拡張用骨組32は、側壁骨組31の床梁3
3の長さと同じ長さを有する例えば角鋼管等の天井梁4
2に、例えば角鋼管等の複数(図面では4本)の側壁天
井柱43,43…を適当に間隔を置いて下方へ吊設させ
るとともに、天井梁42に例えば角鋼管等の複数(図面
では4本)の片持ち天井桁44,44…を適当に間隔を
置いて側方へ突設させて形成されている。側壁天井柱4
3,43…は、天井ユニットCの天井柱22,22…の
長さと同じ長さを有し、側壁骨組31の側壁床柱34,
34…とそれぞれ対応して配置されている。片持ち天井
桁44,44…は、側壁骨組31の片持ち床桁36,3
6…の長さと同じ長さを有し、天井ユニットBの天井骨
組21の横組み材23,23…とそれぞれ対応して配置
されている。拡張用骨組32は、側壁天井柱43,43
…を側壁骨組31の側壁床柱34,34…内にそれぞれ
上下移動可能に挿入させることにより、側壁骨組31に
対して高さ方向に昇降可能に構成されている。
The expansion frame 32 is the floor beam 3 of the side wall frame 31.
Ceiling beam 4 having the same length as 3 such as square steel pipe
2, a plurality of (four in the drawing) side wall ceiling pillars 43, 43 ... Are suspended downward at appropriate intervals, and the ceiling beam 42 is provided with a plurality of square steel pipes (in the drawing, 4) cantilevered ceiling girders 44, 44 ... Are formed by projecting laterally at appropriate intervals. Side wall ceiling pillar 4
3 and 43 have the same length as the length of the ceiling pillars 22, 22 of the ceiling unit C, and the sidewall floor pillars 34, 34 of the sidewall frame 31.
34 ... Are arranged corresponding to each. The cantilever ceiling girders 44, 44 ... Are the cantilever floor girders 36, 3 of the side wall frame 31.
6 has the same length as 6 and is arranged corresponding to the horizontal members 23, 23 ... Of the ceiling frame 21 of the ceiling unit B, respectively. The expansion frame 32 includes side wall ceiling columns 43, 43.
Are inserted into the side wall columns 34, 34 of the side wall frame 31 so as to be vertically movable, so that the side wall frame 31 can be moved up and down in the height direction.

【0018】側壁ユニットCの拡張用骨組31の側壁天
井柱43,43…の間にはそれぞれ側面上部パネル4
5,45…が側壁骨組31の側壁下部パネル37,37
…の裏面側に重なり合うように配置されるとともに、片
持ち天井桁44,44…の間にはそれぞれ拡張時用天井
パネル46,46…が天井ユニットBの天井パネル2
5,25…の上側に重なり合うように配置されている。
側面上部パネル45,45…は、側壁ユニットCの拡張
用骨組31に一体に取付けられており、拡張用骨組31
が上昇すると側壁骨組31の側壁下部パネル37,37
…の上側に隣接して位置するようになっている。また、
拡張時用天井パネル46,46…は、側壁ユニットCの
拡張用骨組31に一体に取付けられており、側壁ユニッ
トCが外側にスライドすると天井ユニットBの天井パネ
ル25,25…の外側に隣接して位置するようになって
いる。
Between the side wall ceiling pillars 43, 43 ... Of the expansion frame 31 of the side wall unit C, the side surface upper panel 4 is provided.
5, 45 ... are lower side wall panels 37, 37 of the side wall frame 31.
The ceiling panels 2 of the ceiling unit B are arranged so as to be overlapped on the back side of the ceiling unit, and between the cantilevered ceiling girders 44, 44.
It is arrange | positioned so that it may overlap on the upper side of 5,25 ...
The side surface upper panels 45, 45, ... Are integrally attached to the expansion frame 31 of the side wall unit C.
When the ascends, the lower side wall panels 37, 37 of the side wall frame 31
It is located adjacent to the upper side of. Also,
The expansion ceiling panels 46, 46 ... Are integrally attached to the expansion frame 31 of the side wall unit C, and when the side wall unit C slides outward, they are adjacent to the outside of the ceiling panels 25, 25 ... of the ceiling unit B. Is located.

【0019】側壁ユニットCは、側壁骨組31の片持ち
床桁36,36…を建物本体ユニットAの床骨組1の横
組み材3,3…内に左右移動可能に挿入させるととも
に、拡張用骨組32の片持ち天井桁44,44…を天井
ユニットBの天井骨組21の横組み材23,23…内に
左右移動可能に挿入させることにより、建物本体ユニッ
トAおよび天井ユニットBに対して幅方向にスライド可
能に構成されている。尚、側壁ユニットCの側壁骨組枠
31の床梁33の下面には、側壁ユニットCを幅方向に
スライドする際にスライドを円滑にさせるためのキャス
ター41,41…が配設されている。
In the side wall unit C, the cantilever floor girders 36, 36 ... Of the side wall frame 31 are inserted into the lateral frame members 3, 3 ... 32 cantilevered ceiling girders 44, 44 ... Are inserted laterally in the horizontal frame members 23, 23 ... It is configured to slide. Further, casters 41, 41 ... For smoothing the sliding of the side wall unit C in the width direction are provided on the lower surface of the floor beam 33 of the side wall frame 31 of the side wall unit C.

【0020】次に、前記のように構成された組立式建物
の作用について説明する。この組立式建物は、工場等で
生産された建物本体ユニットA、天井ユニットBおよび
側壁ユニットC,Cを所定形状に組み上げ、例えば大型
トレーラ等に積載して設置現場まで輸送した後、その設
置現場に設置される。この際、組立式建物は、工場から
設置現場へ輸送するにあたり、図1乃至図3に示すよう
に、建物本体ユニットAに対して天井ユニットBおよび
側壁ユニットC,Cが縮小された状態、即ち、建物本体
ユニットAの床柱2,2…に天井ユニットBの天井柱2
2,22…が最も深く挿入されるとともに、側壁ユニッ
トC,Cの側壁骨組31,31の側壁床柱34,34…
に側壁ユニットC,Cの拡張用骨組32,32の側壁天
井柱49,49…が最も深く挿入され、かつ、建物本体
ユニットAの床骨組1の横組み材3,3…に側壁ユニッ
トC,Cの側壁骨組31,31の片持ち床桁36,36
…が最も深く挿入されるとともに、天井ユニットBの天
井骨組21の横組み材23,23…に側壁ユニットC,
Cの拡張用骨組32,32の片持ち天井桁44,44…
が最も深く挿入された状態で輸送作業が行われる。
Next, the operation of the prefabricated building constructed as described above will be described. In this prefabricated building, a building body unit A, a ceiling unit B, and side wall units C, C produced in a factory or the like are assembled into a predetermined shape, loaded on, for example, a large trailer, and transported to an installation site, and then the installation site. Is installed in. At this time, when the prefabricated building is transported from the factory to the installation site, as shown in FIGS. 1 to 3, the ceiling unit B and the side wall units C and C are reduced relative to the building body unit A, that is, , The floor pillars 2 and 2 of the building main unit A to the ceiling pillars 2 of the ceiling unit B
2, 22 ... Are inserted most deeply, and the side wall floor posts 34, 34 of the side wall frames 31, 31 of the side wall units C, C ...
The side wall ceiling pillars 49, 49 of the expansion frames 32, 32 of the side wall units C, C are inserted most deeply into the side wall units C, C, and the side wall units C, 3 ... C side wall frame 31, 31, cantilever floor girder 36, 36
... is inserted most deeply, and the side wall units C, 23 are attached to the horizontal members 23, 23 of the ceiling frame 21 of the ceiling unit B.
Cantilevered ceiling girders 44, 44 of C expansion frame 32, 32 ...
The transportation work is performed in the state that the is inserted deepest.

【0021】そして、組立式建物を設置現場に設置する
場合には、建物本体ユニットAに対して天井ユニットB
および側壁ユニットC,Cが縮小された状態で設置現場
の所定位置に降ろした後、天井ユニットBを建物本体ユ
ニットAに対する縮小状態から引き上げて天井柱22,
22…を建物本体ユニットAの床柱2,2…に対する収
縮状態から伸長する。天井ユニットBが引き上げられる
と、これに伴って側壁ユニットC,Cの拡張用骨組3
2,32が引き上げられて側壁天井柱44,44…が側
壁骨組31,31の側壁床柱34,34…に対する収縮
状態から伸長される。この状態で、側壁ユニットC,C
の拡張用骨組32,32の側壁天井柱44,44…の下
端側を側壁骨組31,31の側壁床柱34,34…の上
端側にそれぞれボルト等の固定手段で固定することによ
り、天井ユニットBおよび側壁ユニットC,Cの拡張用
骨組32,32がそれぞれ所定の高さに固定され、組立
式建物が高さ方向に拡張される。
When the prefabricated building is installed on the installation site, the ceiling unit B is installed with respect to the building main unit A.
After the side wall units C and C are reduced to a predetermined position on the installation site, the ceiling unit B is pulled up from the contracted state with respect to the building main unit A and the ceiling pillars 22 and
22 are extended from the contracted state with respect to the floor pillars 2, 2 of the building main unit A. When the ceiling unit B is pulled up, the expansion frame 3 of the side wall units C, C is accompanied by this.
2, 32 are pulled up, and the side wall ceiling pillars 44, 44 ... Are extended from the contracted state of the side wall frames 31, 31 with respect to the side wall floor pillars 34, 34. In this state, the side wall units C, C
By fixing the lower ends of the side wall ceiling pillars 44, 44 of the expansion frames 32, 32 to the upper ends of the side wall floor pillars 34, 34 of the side wall frames 31, 31, respectively, by fixing means such as bolts. And the expansion frames 32, 32 of the side wall units C, C are fixed to a predetermined height, respectively, and the prefabricated building is expanded in the height direction.

【0022】次に、側壁ユニットC,Cを建物本体ユニ
ットAに対する縮小状態から左右にスライドして側壁骨
組31,31の片持ち床桁36,36…を建物本体ユニ
ットAの床骨組1の横組み材3,3…に対する収縮状態
から伸長させるとともに、拡張用骨組32,32の片持
ち天井桁44,44…を天井ユニットBの天井骨組21
の横組み材23,23…に対する収縮状態から伸長させ
る。この状態で、側壁ユニットC,Cの側壁骨組32,
32の片持ち床桁36,36…の先端側を建物本体ユニ
ットAの床骨組1の横組み材3,3…の両端側にそれぞ
れボルト等の固定手段で固定するとともに、拡張用骨組
32の片持ち天井桁44,44…の先端側を天井ユニッ
トBの天井骨組21の横組み材23,23…の両端側に
それぞれボルト等の固定手段で固定することにより、側
壁ユニットC,Cが建物本体ユニットAおよび天井ユニ
ットBにそれぞれ固定され、組立式建物が幅方向に拡張
される。
Next, the side wall units C, C are slid to the left and right from the contracted state with respect to the building main unit A so that the cantilever floor girders 36, 36 ... Of the side wall frames 31, 31 are lateral to the floor frame 1 of the building main unit A. The cantilevered ceiling girders 44, 44 of the expansion frames 32, 32 are extended from the contracted state with respect to the assembled members 3, 3, ... And the ceiling frame 21 of the ceiling unit B.
Of the horizontal assembly materials 23, 23 ... In this state, the side wall frames 32 of the side wall units C, C,
The front end side of the cantilever floor girders 36, 36 of 32 is fixed to both ends of the horizontal frame members 3, 3 of the floor frame 1 of the building body unit A by fixing means such as bolts. The side wall units C, C are fixed to the building by fixing the tip ends of the cantilevered ceiling girders 44, 44 ... To both ends of the horizontal frame members 23, 23. The prefabricated building is expanded in the width direction by being fixed to the main body unit A and the ceiling unit B, respectively.

【0023】このように組立式建物を高さ方向および幅
方向に拡張させた後、側壁ユニットC,Cの側壁骨組3
1,31の片持ち床桁36,36…の間に拡張時用床パ
ネル47,47…をそれぞれ配置させ、かつ、建物本体
ユニットAの床柱2,2…と側壁ユニットC,Cの側壁
骨組31,31の前後両端に位置する側壁床柱34,3
4…との上端部間に支持桁48,48…をそれぞれ取付
け、この支持桁48,48…、建物本体ユニットAの床
柱2,2…および側壁ユニットC,Cの側壁骨組31,
31の前後両端に位置する側壁床柱34,34…の間に
形成された開口部にそれぞれ拡張時用下部パネル49,
49…を配置させるとともに、支持桁48,48…、天
井ユニットBの天井柱22,22…、側壁ユニットC,
Cの拡張用骨組32,32の前後両端に位置する側壁天
井柱43,43…および片持ち天井桁44,44…の間
に形成された開口部にそれぞれ拡張時用上部パネル5
0,50…を配置させて組立式建物の設置が完成する。
After the prefabricated building is expanded in the height direction and the width direction in this way, the side wall frame 3 of the side wall units C, C is formed.
The expansion floor panels 47, 47 ... Are arranged between the cantilever floor girders 36, 36 of 1, 31 and the floor columns 2, 2 of the building body unit A and the side wall frames of the side wall units C, C. Side wall floor posts 34,3 located at the front and rear ends of 31,31
4 and the supporting girders 48, 48 ... Are respectively attached between the upper ends of the supporting girders 48, 48 ..., The supporting girders 48, 48 ..., The floor columns 2, 2 of the building body unit A, and the side wall frames 31, of the side wall units C, C.
Lower side panels 49 for expansion, respectively, in the openings formed between the side wall floor posts 34, 34 located at the front and rear ends of 31.
49 are arranged, and the supporting girders 48, 48, the ceiling posts 22, 22 of the ceiling unit B, the side wall units C,
The expansion upper panel 5 is provided in the openings formed between the side wall ceiling columns 43, 43 ... And the cantilever ceiling girders 44, 44.
The installation of the prefabricated building is completed by placing 0, 50 ...

【0024】次に、この組立式建物が設置現場で不要に
なった場合には、設置した手順とは逆の手順で建物本体
ユニットAに対して天井ユニットBおよび側壁ユニット
C,Cを縮小させた後、大型トレーラ等に積載させて所
定場所(例えば、保管場所、次の設置現場)に輸送す
る。
Next, when this prefabricated building is no longer needed at the installation site, the ceiling unit B and the side wall units C and C are reduced with respect to the building main unit A in the reverse order of the installation procedure. After that, it is loaded on a large trailer or the like and transported to a predetermined location (for example, a storage location or the next installation site).

【0025】このように本発明の組立式建物は、上面お
よび両側面を開口させた建物本体ユニットAの上面に天
井ユニットBを高さ方向に昇降可能に組み付けるととも
に、建物本体ユニットAの両側面に左右一対の側壁ユニ
ットC,Cを幅方向にスライド可能に組み付けたから、
天井ユニットBの昇降により高さ寸法が拡張・縮小され
るとともに、側壁ユニットC,Cのスライドにより幅寸
法が拡張・縮小される。これにより、設置現場への輸送
時には建物本体ユニットAに対して天井ユニットBおよ
び側壁ユニットC,Cを縮小させることにより輸送が可
能な大きさに縮小できて設置現場まで支障なく容易に輸
送することができるとともに、設置現場での設置時には
建物本体ユニットAに対して天井ユニットBおよび側壁
ユニットC,Cを拡張させることにより大きく拡張でき
て大きな部屋空間を得ることができる。
As described above, in the prefabricated building of the present invention, the ceiling unit B is mounted on the upper surface of the building body unit A whose upper surface and both side surfaces are opened so that the ceiling unit B can be raised and lowered in the height direction, and both side surfaces of the building body unit A are assembled. Since the pair of left and right side wall units C, C are slidably assembled in the
As the ceiling unit B is moved up and down, the height dimension is expanded / reduced, and by the sliding of the side wall units C, C, the width dimension is expanded / contracted. As a result, at the time of transportation to the installation site, the ceiling unit B and the sidewall units C and C can be reduced with respect to the building body unit A to reduce the size to a transportable size, and the transportation can be easily carried to the installation site without any trouble. In addition, by expanding the ceiling unit B and the side wall units C, C with respect to the building body unit A at the time of installation at the installation site, it is possible to greatly expand and obtain a large room space.

【0026】以上は本発明の具体的な実施形態について
説明したが、本発明は前記実施形態に限定されるもので
はなく種々変更して実施することが可能である。例え
ば、前記実施例では自動車用エンジンの性能テストを行
う防音室として適用されているが、前記防音室以外にも
適用することが可能である。
Although the specific embodiments of the present invention have been described above, the present invention is not limited to the above-mentioned embodiments, and various modifications can be carried out. For example, although the above-mentioned embodiment is applied as a soundproof room for performing a performance test of an automobile engine, the present invention can be applied to other than the soundproof room.

【0027】また、前記実施形態は高さ方向および幅方
向に拡縮可能な構造であるが、建物本体ユニットAの床
骨組1、天井ユニットBの天井骨組21、側壁ユニット
C,Cの床梁43,43および天井梁52,52を奥行
き方向に伸縮可能にして奥行き方向にも拡縮可能な構造
とすることも可能である。
Further, although the above embodiment has a structure capable of expanding and contracting in the height direction and the width direction, the floor frame 1 of the building main unit A, the ceiling frame 21 of the ceiling unit B, and the floor beams 43 of the side wall units C, C. , 43 and the ceiling beams 52, 52 can be made expandable / contractible in the depth direction by expanding / contracting in the depth direction.

【0028】[0028]

【発明の効果】以上説明したように、本発明の組立式建
物は、上面および両側面を開口させた建物本体ユニット
と、この建物本体ユニットの上面に高さ方向に昇降可能
に組み付けられた天井ユニットと、前記建物本体ユニッ
トの両側面に幅方向にスライド可能に組み付けられた左
右一対の側壁ユニットとを備えたことにより、前記天井
ユニットを上下に昇降させることにより高さ寸法を変え
ることができるとともに、前記側壁ユニットを左右にス
ライドさせることにより幅寸法を変えることができるた
め、設置現場への輸送時には輸送が可能な大きさに縮小
でき、設置現場での設置時には大きく拡張できる。この
結果、設置現場まで支障なく容易に輸送することができ
るとともに、設置現場での組み立てが簡単な僅かの作業
で済み、組立式建物の組み立てに熟練した者でなくても
容易に組み立てることができ、しかも、組立作業に要す
る時間や手間を大幅に削減することができる。
As described above, in the prefabricated building of the present invention, the building main body unit having the upper surface and both side surfaces opened, and the ceiling mounted on the upper surface of the building main body unit so as to be vertically movable. By providing a unit and a pair of left and right side wall units slidably assembled to both side surfaces of the building body unit in the width direction, the height dimension can be changed by moving the ceiling unit up and down. At the same time, since the width dimension can be changed by sliding the side wall unit to the left and right, it can be reduced to a transportable size at the time of transportation to the installation site and greatly expanded at the time of installation at the installation site. As a result, it can be easily transported to the installation site without any trouble, and the assembly work at the installation site is simple and requires only a small amount of work, so that even a person who is not skilled in assembling a prefabricated building can assemble it easily. Moreover, the time and labor required for the assembly work can be significantly reduced.

【0029】また、本発明の組立式建物は、前記建物本
体ユニット、天井ユニットおよび側壁ユニットを奥行き
方向に拡縮可能な構造としたことにより、室内空間をよ
り大きく拡張できて用途の広い組立式建物を提供するこ
とができる。
In the prefabricated building of the present invention, the building body unit, the ceiling unit, and the side wall unit are structured to be expandable / contractible in the depth direction, so that the indoor space can be further expanded and the versatile application is possible. Can be provided.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の組立式建物の縮小時を示す正面図。FIG. 1 is a front view showing a prefabricated building of the present invention at the time of reduction.

【図2】本発明の組立式建物の縮小時を示す縦断正面
図。
FIG. 2 is a vertical cross-sectional front view showing the prefabricated building of the present invention at the time of reduction.

【図3】本発明の組立式建物の縮小時を示す縦断側面
図。
FIG. 3 is a vertical cross-sectional side view showing the prefabricated building of the present invention at the time of reduction.

【図4】本発明の組立式建物の拡張時を示す正面図。FIG. 4 is a front view showing the prefabricated building of the present invention when expanded.

【図5】本発明の組立式建物の拡張時を示す側面図。FIG. 5 is a side view showing the prefabricated building of the present invention at the time of expansion.

【図6】本発明の組立式建物の拡張時を示す平面図。FIG. 6 is a plan view showing the prefabricated building of the present invention when expanded.

【図7】本発明の組立式建物の縮小時の骨組を示す正面
図。
FIG. 7 is a front view showing a frame of the prefabricated building of the present invention at the time of reduction.

【図8】本発明の組立式建物の縮小時の骨組を示す側面
図。
FIG. 8 is a side view showing a frame structure of the prefabricated building of the present invention at the time of reduction.

【図9】本発明の組立式建物の拡張時の骨組を示す正面
図。
FIG. 9 is a front view showing a frame of the prefabricated building of the present invention at the time of expansion.

【図10】本発明の組立式建物の拡張時の骨組を示す側
面図。
FIG. 10 is a side view showing a frame of the prefabricated building of the present invention at the time of expansion.

【図11】本発明の組立式建物の拡張時の骨組を示す平
面図。
FIG. 11 is a plan view showing a frame of the prefabricated building of the present invention at the time of expansion.

【符号の説明】[Explanation of symbols]

A 建物本体ユニット B 天井ユニット C 側壁ユニット 1 床骨組 2 床柱 21 天井骨組 22 天井柱 31 側壁骨組 32 拡張用骨組 A building body unit B ceiling unit C Side wall unit 1 floor frame 2 floor columns 21 ceiling frame 22 ceiling pillar 31 Side wall frame 32 Expansion frame

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 上面および両側面を開口させた建物本体
ユニットと、この建物本体ユニットの上面に高さ方向に
昇降可能に組み付けられた天井ユニットと、前記建物本
体ユニットの両側面に幅方向にスライド可能に組み付け
られた左右一対の側壁ユニットとからなり、 前記建物本体ユニットは、床パネルが敷設される床骨組
の四隅に床柱を立設させ、前記床骨組の前方側両隅およ
び後方側両隅に位置する床柱間に壁パネルを配置させて
形成され、 前記天井ユニットは、天井パネルが敷設される前記床骨
組の大きさと略同じ大きさを有する天井骨組の四隅に天
井柱を吊設させて形成され、 前記側壁ユニットは、前記建物本体ユニットの奥行き方
向の長さと略同じ長さを有する床梁の複数の所定位置に
前記床柱の長さと略同じ長さを有する側壁床柱を立設さ
せるとともに、前記床梁の複数の所定位置に片持ち床桁
を側方に突設させ、前記側壁床柱間に壁パネルを配置さ
せた側壁骨組と、前記床梁の長さと略同じ長さを有する
天井梁に前記天井柱の長さと略同じ長さを有する複数の
側壁天井柱を前記側壁床柱と対応して吊設させるととも
に、前記天井梁に前記片持ち床桁の長さと略同じ長さを
有する複数の片持ち天井桁を側方に突設させ、前記側壁
天井柱を前記側壁床柱に上下移動可能に挿入させた拡張
用骨組とから形成され、 前記建物本体ユニットの床柱に前記天井ユニットの天井
柱を上下移動可能に挿入させ、かつ、前記建物本体ユニ
ットの床骨組を構成する横組み材に前記側壁ユニットの
片持ち床桁を左右移動可能に挿入させるとともに、前記
天井ユニットの天井骨組を構成する横組み材に前記側壁
ユニットの片持ち天井桁を左右自在に挿入させたことを
特徴とする組立式建物。
1. A building body unit having an upper surface and both side surfaces opened, a ceiling unit mounted on the upper surface of the building body unit so as to be vertically movable, and both side surfaces of the building body unit in a width direction. The building body unit comprises a pair of left and right side wall units slidably assembled, and the building main body unit has floor pillars erected at four corners of a floor frame on which floor panels are laid, and both front and rear corners of the floor frame. The ceiling unit is formed by arranging wall panels between floor pillars located at the corners, and the ceiling unit suspends ceiling pillars at four corners of a ceiling frame having a size substantially the same as the size of the floor frame on which the ceiling panel is laid. The side wall unit has a side wall floor having a length substantially equal to a length of the floor pillar at a plurality of predetermined positions of a floor beam having a length substantially the same as a depth direction of the building body unit. A pillar is erected, a cantilever floor girder is laterally projected at a plurality of predetermined positions of the floor beam, and a side wall frame in which a wall panel is arranged between the side wall floor columns, and the length of the floor beam is approximately the same. A plurality of side wall ceiling pillars having substantially the same length as the length of the ceiling pillars are hung on the ceiling beam having the same length in correspondence with the side wall floor pillars, and the ceiling beam has the length of the cantilever floor girder. A plurality of cantilevered ceiling girders having substantially the same length are formed to project laterally, and the side wall ceiling pillar is formed with an expansion frame that is vertically movably inserted into the side wall floor pillar. The ceiling pillar of the ceiling unit is vertically movably inserted into the ceiling unit, and the cantilever floor girder of the side wall unit is movably inserted into the horizontal frame member that constitutes the floor frame of the building body unit, The side that constitutes the ceiling frame of the unit A prefabricated building characterized in that the cantilevered ceiling girders of the side wall units are inserted into the assembly members so as to be freely left and right.
【請求項2】 前記建物本体ユニット、天井ユニットお
よび側壁ユニットを奥行き方向に拡縮可能な構造とした
ことを特徴とする請求項1記載の組立式建物。
2. The prefabricated building according to claim 1, wherein the building body unit, the ceiling unit and the side wall unit have a structure capable of being expanded and contracted in the depth direction.
JP2002113491A 2002-04-16 2002-04-16 Prefabricated building Expired - Lifetime JP3541031B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002113491A JP3541031B2 (en) 2002-04-16 2002-04-16 Prefabricated building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002113491A JP3541031B2 (en) 2002-04-16 2002-04-16 Prefabricated building

Publications (2)

Publication Number Publication Date
JP2003306976A true JP2003306976A (en) 2003-10-31
JP3541031B2 JP3541031B2 (en) 2004-07-07

Family

ID=29395662

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002113491A Expired - Lifetime JP3541031B2 (en) 2002-04-16 2002-04-16 Prefabricated building

Country Status (1)

Country Link
JP (1) JP3541031B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007154581A (en) * 2005-12-08 2007-06-21 Yoshino:Kk Conveyed type portable house
JP2008280763A (en) * 2007-05-11 2008-11-20 Daifuku Co Ltd Assembling room device
JP2012219579A (en) * 2011-04-13 2012-11-12 Toyota Home Kk Construction jig, temporary construction unit, and construction method of building
CN113062462A (en) * 2021-03-19 2021-07-02 无锡市钱桥建筑安装工程有限公司 Energy-saving green environment-friendly integrated building structure
KR20210148747A (en) * 2020-06-01 2021-12-08 박찬구 The structure of prefabricated house

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007154581A (en) * 2005-12-08 2007-06-21 Yoshino:Kk Conveyed type portable house
JP2008280763A (en) * 2007-05-11 2008-11-20 Daifuku Co Ltd Assembling room device
JP2012219579A (en) * 2011-04-13 2012-11-12 Toyota Home Kk Construction jig, temporary construction unit, and construction method of building
KR20210148747A (en) * 2020-06-01 2021-12-08 박찬구 The structure of prefabricated house
KR102392417B1 (en) * 2020-06-01 2022-05-02 박찬구 The structure of prefabricated house
CN113062462A (en) * 2021-03-19 2021-07-02 无锡市钱桥建筑安装工程有限公司 Energy-saving green environment-friendly integrated building structure
CN113062462B (en) * 2021-03-19 2021-11-30 无锡市钱桥建筑安装工程有限公司 Energy-saving green environment-friendly integrated building structure

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