JP2001214615A - Temporary building - Google Patents

Temporary building

Info

Publication number
JP2001214615A
JP2001214615A JP2000027787A JP2000027787A JP2001214615A JP 2001214615 A JP2001214615 A JP 2001214615A JP 2000027787 A JP2000027787 A JP 2000027787A JP 2000027787 A JP2000027787 A JP 2000027787A JP 2001214615 A JP2001214615 A JP 2001214615A
Authority
JP
Japan
Prior art keywords
members
frame
pair
temporary building
temporary
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.)
Pending
Application number
JP2000027787A
Other languages
Japanese (ja)
Inventor
Kenji Uematsu
謙二 植松
Mitsuru Matsuzaki
満 松崎
Toshio Sato
俊夫 佐藤
Shinichi Fuji
振一 藤
Takashi Michimae
敬 道前
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.)
SANKEN KIZAI KK
Original Assignee
SANKEN KIZAI KK
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 SANKEN KIZAI KK filed Critical SANKEN KIZAI KK
Priority to JP2000027787A priority Critical patent/JP2001214615A/en
Publication of JP2001214615A publication Critical patent/JP2001214615A/en
Pending legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To realize a constitution in which the assembling and disassembling works are easy and inexpensive and transportation or storage in the disassembled state is less inconvenient, in a repeatedly usable erected building and which is capable of changing the form to an appropriate one in accordance with the shape of a site and use. SOLUTION: A plurality of gate type frame members 2 in which a pair of supports 7 and horizontal frame members 8 mutually connecting these ends are connectedly assembled in advance are arranged. These plural gate type frame members are mutually detachably connected to form a skeleton 3. Partitioning Face members 4, 5 are detachably connected in the constitution of the skeleton 3. A pair of gate type frame members counterposed are mutually connected by intersecting bracings 15. The gate type frame members are disposed so as to position a horizontal frame member downward to lay the floor members 18 between a pair of horizontal frame members. A vertical frame for prefabricated scaffolding is used for the gate type frame member and steel plates for temporary enclosure are used for the partitioning face members and they are mutually connected through the prefabricated scaffolding and the connecting tools and unit pipes for the temporary enclosure.

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、建設工事作業所等
において多種多様な機材や資材を保管する用途等で使用
され、設置・撤去を簡便に行うことの可能な仮設建物に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a temporary building which is used for storing various kinds of equipment and materials in a construction work place and the like, and can be easily installed and removed.

【0002】[0002]

【従来の技術】建設工事の作業所では、種々の機材や資
材を保管する用途等で、その敷地内に仮設建物が必要と
され、このような仮設建物として、従来、木材で骨組み
を構築し、これにトタン板を添着した構造のものが多く
使用されているが、このような構成のものでは材料を長
期に渡り繰り返し使用することが困難であるため、廃棄
物として処分するしかなく、森林資源の節約及び環境保
全の観点から、経年仮設機材として繰り返して使用する
ことが可能なものが望まれる。このような繰り返し使用
可能な仮設建物としては、コンテナハウス等の予め組み
立てられたもの、現場で骨組みを構築する際に前記の木
材に代えて再利用可能な軽量形鋼等の鋼材を用いた構成
のもの、骨組みとなる鋼材に所要の面材が予め組み付け
られたユニット式のもの等が挙げられる。
2. Description of the Related Art Temporary buildings are required in construction sites to store various equipment and materials, etc., and such temporary buildings have traditionally been constructed of wooden frames. However, many of these have a structure in which a galvanized sheet is attached, but with such a structure, it is difficult to use the material repeatedly over a long period of time, so there is no choice but to dispose of it as waste. From the viewpoint of saving resources and preserving the environment, what can be repeatedly used as aging temporary equipment is desired. Such a reusable temporary building may be a pre-assembled building such as a container house, or a structure using a steel material such as a lightweight steel that can be reused in place of the above-mentioned wood when constructing a framework at the site. And a unit type in which a required face material is pre-assembled on a steel material serving as a skeleton.

【0003】[0003]

【発明が解決しようとする課題】ところが、作業所の敷
地形状はまちまちであり、また収容する物品も多種多様
であるため、コンテナハウス等の予め組み立てられたも
のでは全ての用途に対応することが困難であり、さらに
運搬や保管が面倒である。また、鋼材から組み上げる構
成のものでは、敷地形状や用途に容易に適合させること
ができるものの、組立・分解の作業に時間を要する上
に、必要な材料の調達・運搬、解体した後の部材の保管
が面倒である。他方、ユニット式のものでは、組立・分
解の作業が容易になるものの、限られた敷地条件や多様
な用途にうまく適合するものを用意することは必ずしも
容易ではなく、さらに現場の状況や収容する物品の種類
や量等が変わるのに応じて適切な形態のものに変更する
ことも面倒である。
However, since the premises of work sites are varied and the articles to be stored are also diverse, it is impossible to use pre-assembled containers such as container houses for all purposes. Difficult, and cumbersome to transport and store. In the case of a structure assembled from steel materials, although it can be easily adapted to the site shape and application, it takes time for assembly and disassembly, and the procurement, transportation, and dismantling of necessary materials Storage is troublesome. On the other hand, in the case of a unit type, although the work of assembly and disassembly is easy, it is not always easy to prepare one that fits well with limited site conditions and various uses, and furthermore, the situation of the site and accommodation It is also troublesome to change to an appropriate form according to the type or quantity of the article.

【0004】本発明は、このような従来技術の問題点を
解消するべく案出されたものであり、その主な目的は、
繰り返し使用可能な架設建物において、組立・分解の作
業が容易で、しかも安価であり、さらに分解された状態
での運搬や保管上の不便が少なく、加えて作業所の敷地
形状や用途等に応じて多様な形態をとり、しかも適宜に
適切な形態に変更することが可能な構成を実現すること
にある。
[0004] The present invention has been devised to solve such problems of the prior art, and its main objects are as follows.
In an erected building that can be used repeatedly, assembly and disassembly work is easy and inexpensive, and there are few inconveniences in transportation and storage in the disassembled state. The present invention is to realize a configuration that can take various forms and can be appropriately changed to an appropriate form.

【0005】[0005]

【課題を解決するための手段】このような目的を果たす
ために、本発明においては、仮設建物を、一対の支柱と
それらの端部を相互に連結する横架材とが予め接合組立
された門形枠材が複数並べて設けられ、該複数の門形枠
材は相互に着脱自在に連結されて骨組みを形成し、該骨
組みには屋根や壁を構成する仕切り用の面材が着脱自在
に連結された構成とした。
In order to achieve such an object, in the present invention, a pair of columns and a horizontal member for connecting their ends to each other in a temporary building are pre-joined and assembled. A plurality of gate-shaped frame members are provided side by side, and the plurality of gate-shaped frame members are detachably connected to each other to form a skeleton, and the frame has a detachable face material for a partition constituting a roof or a wall. The configuration was connected.

【0006】これによると、予め接合組立された門形枠
材を基本的な構成部材としてこれに所要の面材を添着す
る構成のため、鋼材から組み上げる構成に比較して、組
立・分解の作業が容易になり、しかも門形枠材の組み合
わせ方を容易に変えることができることから、敷地形状
や収容する物品の寸法や量等に応じた大きさや形態の変
更が容易になる。
[0006] According to this, the portal frame material pre-joined and assembled is used as a basic constituent member, and a required face material is attached to the basic frame member. Since it is easy to change the combination of the portal frame members, it is easy to change the size and form according to the site shape, the size and the amount of the articles to be stored, and the like.

【0007】前記仮設建物における門形枠材は、交差筋
交いとの連結ピンが予め設けられ、この交差筋交いによ
り、横架材を互いに平行にして対向配置された一対の門
形枠材が相互に連結された構成をとることができる。こ
れによると、同一平面上の部材で構成された門形枠材か
ら箱状の立体的な構造体を容易に組み立てることができ
る上に、高い強度が得られ、特に横架材に直交する向き
に門形枠材に作用する横方向の荷重に対する剛性を高め
ることができる。
[0007] In the temporary building, a connecting pin for cross bracing is provided in advance in the temporary building, and by this cross bracing, a pair of portal frames arranged opposite to each other with the horizontal members parallel to each other. A linked configuration can be taken. According to this, it is possible to easily assemble a box-shaped three-dimensional structure from a gate-shaped frame member composed of members on the same plane, and obtain high strength, particularly in a direction orthogonal to the horizontal member. Therefore, the rigidity against the lateral load acting on the portal frame material can be increased.

【0008】前記仮設建物における門形枠材は、横架材
を下にした態様で配置され、所定間隔をおいて対向配置
された一対の門形枠材の互いに平行な一対の横架材間に
床材が架設された構成をとることができる。これによる
と、収容される物品の積載荷重が、支柱に予め接合され
た横架材に作用することから、床材が強固に支持され
る。また床材により対向配置された一対の門形枠材を相
互に連結して補強することができる。
In the temporary building, the gate-shaped frame members are arranged in such a manner that the horizontal members are turned down, and a pair of parallel frame members of a pair of gate-shaped frame members arranged facing each other at a predetermined interval is provided. Can be configured to have a flooring installed on the floor. According to this, the loading load of the accommodated articles acts on the horizontal member previously joined to the column, so that the floor member is firmly supported. Further, a pair of portal frame members arranged opposite to each other by the floor material can be connected to each other and reinforced.

【0009】前記仮設建物における屋根や壁を構成する
仕切り用の面材は、帯板状をなし、門形枠材に掛け渡さ
れた複数の支持材間に架設された態様でその支持材に沿
う向きに複数並べて設けられた構成をとることができ
る。これによると、支持材により風等による外力に抗し
て面材を強固に支持することができる上に、門形枠材を
相互に連結して骨組みの強度を高めることができる。さ
らに分解された状態での大きさを小さくすることができ
るので、運搬・保管が容易になる。
[0009] The surface material for the partition constituting the roof or the wall in the temporary building has a strip-like shape, and is attached to the supporting material in such a manner as to be bridged between a plurality of supporting materials laid over the portal frame material. It is possible to adopt a configuration in which a plurality are provided side by side. According to this, the supporting material can firmly support the face material against external force due to wind or the like, and can further increase the strength of the framework by connecting the portal frame materials to each other. Furthermore, since the size in the disassembled state can be reduced, transportation and storage are facilitated.

【0010】前記仮設建物における門形枠材は、一対の
支柱と横架材との間をそれぞれ連結補強する一対の補強
材を有し、該補強材は、支柱に沿って概ね縦方向に延在
する主補強材の一端が横架材の端部寄りの部分に接合さ
れ、門形枠材の幅方向の中間部分に高さ方向の略全体に
渡る通り抜けスペースが形成された構成をとることがで
き、これによると、補強材により門形枠材の剛性を高め
ることができる上に、一対の補強材の間の通り抜けスペ
ースを通って仮設建物内を移動することが可能となる。
[0010] The portal frame material in the temporary building has a pair of reinforcing members for connecting and reinforcing the pair of columns and the horizontal member, respectively, and the reinforcing members extend substantially vertically along the columns. One end of the existing main reinforcement is joined to a portion near the end of the horizontal member, and a through space is formed in the middle part in the width direction of the portal frame material over substantially the entire height direction. According to this, the rigidity of the gate-shaped frame member can be increased by the reinforcing material, and it is possible to move in the temporary building through the passage space between the pair of reinforcing materials.

【0011】前記仮設建物においては、門形枠材が枠組
み足場用の建枠であり、仕切り用の面材が仮囲い用の鋼
板であり、これらの各構成部材は、枠組み足場及び仮囲
い用の連結具及び単管を介して相互に連結された構成を
とることができる。これによると、強固な建枠により高
い剛性が得られる上に、枠組み足場や仮囲いとの間で部
材を共用することができるため、仮設建物独自の部材を
調達する手間が省け、運搬や保管上の不便が緩和され、
コストを抑えることができる。そして、建枠を初めとし
た枠組み足場や仮囲いに使用される資材には、多様な寸
法のものが用意されており、これらを適宜に組み合わせ
ることで広範囲な形状・寸法のものに容易に対応するこ
とができ、さらに規格化されて連結具等も共用すること
ができるため、組立・分解の作業に特殊な工具や知識が
不要であり、組立・分解が容易になる。
[0011] In the temporary building, the portal frame is a building frame for a frame scaffold, and the partitioning material is a steel plate for a temporary enclosure, and these constituent members are a frame scaffold and a temporary enclosure. And a configuration in which they are interconnected via a single pipe. According to this, a high rigidity can be obtained with a strong building frame, and members can be shared between the frame scaffolding and the temporary enclosure. The above inconvenience is alleviated,
Costs can be reduced. Materials used for building scaffolds and other frame scaffolds and temporary enclosures are available in a variety of dimensions, and by appropriately combining them, it is easy to handle a wide range of shapes and dimensions. Since it can be standardized and can also be used with a coupling tool or the like, special tools and knowledge are not required for assembling and disassembling operations, which facilitates assembling and disassembling.

【0012】[0012]

【発明の実施の形態】以下に添付の図面を参照して本発
明の構成を詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The configuration of the present invention will be described below in detail with reference to the accompanying drawings.

【0013】図1は、本発明に基づき構成された仮設建
物の第1の実施形態を示している。この仮設建物1は、
門形枠材2が複数並べて設られ、これら複数の門形枠材
は、相互に着脱自在に連結されて骨組み3を形成し、こ
の骨組み3には、屋根及び壁を構成する仕切り用の面材
4・5が着脱自在に連結されている。ここでは、壁を構
成する面材5が、左右の側面及び背面の計3面を覆う態
様で設けられ、前面側全体が開放されている。
FIG. 1 shows a first embodiment of a temporary building constructed according to the present invention. This temporary building 1
A plurality of portal frame members 2 are provided side by side, and the plurality of portal frame members are detachably connected to each other to form a frame 3. The frame 3 has a surface for partitioning constituting a roof and a wall. Materials 4 and 5 are detachably connected. Here, the surface material 5 constituting the wall is provided so as to cover a total of three surfaces, that is, the left and right side surfaces and the rear surface, and the entire front side is open.

【0014】門形枠材2は、枠組み足場用建枠として使
用される公知のもので、図2〜図4に詳しく示すよう
に、一対の支柱7・7と、それらの下端部分を相互に連
結する横架材8と、一対の支柱7・7及び横架材8間を
連結補強する補強材9・9とが予め接合組立されたもの
であり、枠組み足場とは天地を逆にした態様で配置され
ている。門形枠材2を構成する支柱7、横架材8並びに
補強材9の各部材は、丸パイプからなり、溶接にて強固
に接合されている。
The portal frame member 2 is a known one used as a frame for a frame scaffold. As shown in detail in FIGS. 2 to 4, a pair of columns 7, 7 and their lower end portions are mutually connected. An aspect in which a connecting horizontal member 8 and a pair of supporting members 7.7 and reinforcing members 9.9 for connecting and reinforcing between the pair of supporting columns 7.7 and the horizontal supporting member 8 are pre-joined and assembled, and the frame scaffold is turned upside down. It is arranged in. Each member of the column 7, the horizontal member 8, and the reinforcing member 9 constituting the portal frame member 2 is formed of a round pipe, and is firmly joined by welding.

【0015】補強材9は、一端が横架材8に他端が支柱
7にそれぞれ接合されて支柱7に沿って概ね縦方向に延
在する主補強材11と、一端が主補強材11に他端が支
柱7にそれぞれ接合されて横方向に延在する副補強材1
2・13とからなる。この補強材9は、枠組み足場に使
用した場合に主に支柱7の座屈を抑制する機能を果たす
のに対して、ここでは横方向の荷重に対する門形枠材2
の剛性を高めるように機能する。
The reinforcing member 9 has a main reinforcing member 11 having one end joined to the horizontal member 8 and the other end connected to the column 7 and extending substantially vertically along the column 7, and one end corresponding to the main reinforcing member 11. The sub-reinforcing member 1 whose other end is respectively joined to the column 7 and extends in the lateral direction
2.13. The reinforcing member 9 mainly functions to suppress the buckling of the column 7 when used for a frame scaffold, whereas here, the portal frame member 2 against a lateral load is used.
It works to increase the rigidity of the.

【0016】門形枠材2は、横架材8を奥行き方向に延
在させた態様で、奥行き方向に複数(ここでは前後に2
枚)並べて設けられ、かつ間口方向に所定間隔をおいて
複数(ここでは間口方向の両端部と中心部との計3枚)
並べて設けられている。これにより前面の開放部からの
物品の出し入れの際に、門形枠材2の補強材9が邪魔に
ならずに済む。
The portal frame member 2 is formed by extending the horizontal frame member 8 in the depth direction, and a plurality of the frame members 2 (here, two
A plurality) (a total of three at the both ends and the center in the frontage direction) at predetermined intervals in the frontage direction
They are provided side by side. This prevents the reinforcing member 9 of the portal frame member 2 from hindering the loading and unloading of articles from the front opening.

【0017】横架材8を互いに平行にして対向配置され
た門形枠材2のうち、背面側で対をなすものは、背面側
の支柱7を交差筋交い15によって相互に連結され、風
圧や地震等による荷重、特に門形枠材2に作用する横架
材8に直交する向きの横方向の荷重に対する剛性を高め
るようになっている。
Of the gate-shaped frame members 2 arranged opposite to each other with the horizontal members 8 parallel to each other, the pair formed on the rear side are connected to each other by the supporting columns 7 on the rear side by intersecting braces 15 so that the wind pressure and The rigidity against a load due to an earthquake or the like, in particular, a load in a lateral direction orthogonal to the transverse member 8 acting on the portal frame member 2 is increased.

【0018】交差筋交い15は、枠組み足場用の建枠と
組み合わせて用いられるもので、両端に連結部を備えた
一対の棒材をX字形状にヒンジ結合したものであり、そ
の端部のピン孔が、支柱7に横架材8に沿う向きに突設
された連結ピン16に結合される。この連結ピン16
は、支柱7に予め設けられ、ナットの螺合やグラビティ
ロックによる係止による交差筋交い15の抜け止め機構
を備えており、迅速な取り付け・取り外しが可能であ
る。連結ピン16は、一対の支柱7・7の上下に計4カ
所設けられているが、物品の出し入れの邪魔にならない
ように背面側の支柱7に設けられた上下の連結ピン16
を利用して交差筋交い15が取り付けられる。
The cross brace 15 is used in combination with a building frame for a frame scaffold. The cross brace 15 is formed by connecting a pair of bars having connecting portions at both ends to each other by hinges in an X-shape. The hole is connected to a connecting pin 16 protruding from the column 7 in a direction along the horizontal member 8. This connecting pin 16
Is provided in advance on the support post 7 and has a mechanism for preventing the cross brace 15 from slipping off by screwing a nut or locking by a gravity lock, so that quick attachment and detachment is possible. The connecting pins 16 are provided at a total of four places above and below the pair of supports 7,7, but the upper and lower connecting pins 16 provided on the support 7 on the rear side do not interfere with taking in and out of articles.
The cross brace 15 is attached by using.

【0019】門形枠材2は、一対の支柱7・7間に配置
された補強材9・9により支柱7・7間の通り抜けが多
少制約されるものの、補強材9は、支柱7に沿って概ね
縦方向に延在する主補強材11の下端が横架材8の端部
寄りの部分に接合された形態をなし、筋交いにて補強す
る場合とは異なり、幅方向の中間部分が高さ方向の略全
体に渡って空いているため、この一対の補強材9・9の
間の通り抜けスペース17を通って横方向の移動が可能
である。
Although the gate-shaped frame member 2 is somewhat restricted from passing through between the columns, by the reinforcing members, which are arranged between the pair of columns, the reinforcing member 9 extends along the columns. The lower end of the main reinforcing material 11 extending substantially in the vertical direction is joined to a portion near the end of the horizontal member 8, and unlike the case of reinforcing with brace, the middle portion in the width direction is high. Since it is vacant over substantially the entire length in the vertical direction, it is possible to move laterally through the through space 17 between the pair of reinforcing members 9.

【0020】本仮設建物1には床を構成する複数の床材
18が設けられており、この床材18は、対向配置され
た一対の門形枠材2・2の互いに平行な一対の横架材8
・8間に架設され、収容される物品の積載荷重が、支柱
7に予め接合された横架材8に作用し、床材18が強固
に支持される。この床材18は、対向配置された一対の
門形枠材2・2間を相互に連結して補強する機能も有す
る。
The temporary building 1 is provided with a plurality of floor members 18 constituting a floor, and the floor members 18 are formed by a pair of side-to-side frame members 2 and 2 arranged in parallel with each other. Mounting material 8
The loading load of the articles to be installed and accommodated between the eight works on the horizontal member 8 previously joined to the column 7, and the floor member 18 is firmly supported. The floor member 18 also has a function of interconnecting and reinforcing the pair of gate-shaped frame members 2 arranged opposite to each other.

【0021】床材18は、枠組み足場用の床付布枠とし
て使用される公知のもので、方形状枠組の内側に板材が
配設され、その端部に横架材8に対して着脱自在に連結
される鉤状の連結部19が予め設けられており、迅速な
組立・分解が可能である。連結部19は、横架材8に上
方から係合し、横架材8からの離脱を阻止する外れ止め
機構を備えている。この床材18には、対向配置された
一対の門形枠材2・2の離間距離を規定する交差筋交い
15の寸法に対応したものが選択される。
The floor material 18 is a known material used as a floor-mounted cloth frame for a frame scaffold. A plate material is disposed inside a rectangular frame, and the end of the floor material 18 is detachable from the horizontal member 8. Is provided in advance, so that quick assembly and disassembly are possible. The connecting portion 19 includes a retaining mechanism that engages with the horizontal member 8 from above and prevents the horizontal member 8 from being detached from the horizontal member 8. The flooring 18 is selected to have a size corresponding to the size of the cross braces 15 that defines the distance between the pair of gate frames 2 arranged opposite to each other.

【0022】門形枠材2の支柱7は、その下端部に高さ
調整可能なジャッキベース21を備えている。このジャ
ッキベース21は、ハンドルを備えた調節ナット22が
螺合したねじ棒23を接地脚板24上に立設した構成の
もので、ねじ棒23の調節ナット22より上側の部分が
支柱7の下端開口に挿入され、この支柱7への挿入長を
調節ナット22により調整して支柱7の高さを調整す
る。なお、必要であればコンクリートや石材等からなる
基礎上にジャッキベース21を据え付ける。
The column 7 of the portal frame 2 has a jack base 21 whose height can be adjusted at the lower end thereof. The jack base 21 has a structure in which a screw rod 23 in which an adjustment nut 22 having a handle is screwed is erected on a ground leg plate 24, and a portion of the screw rod 23 above the adjustment nut 22 is a lower end of the column 7. The height of the column 7 is adjusted by adjusting the insertion length of the column 7 with the adjusting nut 22. If necessary, the jack base 21 is installed on a foundation made of concrete, stone, or the like.

【0023】屋根を構成する面材4は、奥行き方向に長
尺な帯板状をなし、間口方向に複数(ここでは8枚)並
べて配置され、各面材4は、前後一対の間口方向支持材
26・26間に架設され、この間口方向支持材26は、
複数(ここでは間口方向両端と中間との計3本)の奥行
き方向支持材27・27の端部に掛け渡されており、こ
の奥行き方向支持材27は、奥行き方向に並設された複
数の支柱7の上端部に横架されている。これらの各支持
材26・27並びに支柱7は、2連クランプ29を介し
て連結されている。
The face members 4 constituting the roof are in the form of long strips in the depth direction, and are arranged in a plural number (eight in this case) in the frontage direction. Is installed between the members 26, 26, and the frontage-direction supporting member 26 is
A plurality of (here, a total of three at the both ends in the frontage direction and the middle) are extended over the end portions of the depth-direction support members 27, 27, and the depth-direction support members 27 are arranged in parallel in the depth direction. It is suspended on the upper end of the support 7. These supporting members 26 and 27 and the support 7 are connected via a double clamp 29.

【0024】このように間口方向及び奥行き方向の支持
材26・27により、自由端となる支柱7の上端側が間
口方向及び奥行き方向に相互に連結され、骨組み3全体
の剛性を高めることができる。間口方向及び奥行き方向
の各支持材26・27には、枠組み足場用の単管が使用
される。なお、積雪等の屋根にかかる荷重に対する強度
を高めるために、奥行き方向の中間部に間口方向支持材
26を追加する態様も可能である。
As described above, the upper ends of the columns 7 which are free ends are connected to each other in the frontage direction and the depth direction by the support members 26 and 27 in the frontage direction and the depth direction, so that the rigidity of the entire framework 3 can be increased. A single pipe for a frame scaffold is used for each of the support members 26 and 27 in the width direction and the depth direction. In addition, in order to increase the strength against the load applied to the roof such as snow, the frontage supporting member 26 may be added to the middle part in the depth direction.

【0025】2連クランプ29は、枠組み足場で用いら
れる単管や建枠を構成する丸パイプを相互に連結する用
途で用いられる公知のもので、丸パイプを把持可能なパ
イプ把持部を互いに背中合わせに2個連結した形態をな
し、各パイプ把持部は互いに枢着された把持部材をボル
ト及びナットで締結する構造となっており、直角に交差
するパイプを連結可能なものが使用される。
The double clamp 29 is a known clamp used for interconnecting single pipes used in a frame scaffold or round pipes constituting a building frame. Pipe grips capable of gripping the round pipes are backed to each other. Each pipe gripping portion has a structure in which gripping members that are pivotally connected to each other are fastened with bolts and nuts, and is capable of connecting pipes that cross at right angles.

【0026】なお、屋根を構成する面材は、図示した例
とは異なり、間口方向に掛け渡され、奥行き方向に複数
並べて配置する態様も可能であり、この場合、各面材
は、複数の奥行き方向支持材に架設される。この奥行き
方向支持材は、前記と同様に、奥行き方向に並設された
複数の支柱の上端部分を相互に連結する態様で支柱間に
架設すれば良く、併せて間口方向支持材で連結補強する
態様が望ましく、この場合、間口方向支持材は、間口方
向に並設された複数の支柱に掛け渡された態様で、屋根
を構成する面材と干渉しないように設けると良い。
It is to be noted that, unlike the example shown in the drawing, the face material constituting the roof may be stretched in the frontage direction and a plurality of face materials may be arranged side by side in the depth direction. In this case, each face material may have a plurality of face materials. It is installed on the support member in the depth direction. This depth direction support member may be installed between the columns in the same manner as described above so that the upper end portions of the plurality of columns arranged in the depth direction are connected to each other, and jointly reinforced by the frontage direction support material. In this case, it is preferable that the frontage-direction support member is provided so as not to interfere with the surface material constituting the roof in a state where the frontage-direction support member is stretched over a plurality of columns arranged side by side in the frontage direction.

【0027】壁を構成する面材5は、上下方向に長尺な
帯状をなし、奥行き方向に複数並べて配置され、各面材
5は、側面において奥行き方向に並設された複数の支柱
7に横架されて奥行き方向に延在する上下一対の支持材
31・31と、背面において間口方向に並設された複数
の支柱7に横架されて間口方向に延在する上下一対の支
持材32・32とに架設されている。この支持材31は
2連クランプ29を介して支柱7に連結される。支持材
31には、枠組み足場用の単管が使用される。
The face members 5 constituting the wall are in the form of a long strip in the vertical direction, and are arranged in a plurality in the depth direction. Each of the face materials 5 is provided on a plurality of columns 7 arranged side by side in the depth direction. A pair of upper and lower support members 31, 31 laid horizontally and extending in the depth direction, and a pair of upper and lower support members 32, which are laid on a plurality of pillars 7 arranged side by side in the frontage direction on the back surface and extend in the frontage direction.・ It is erected on 32. The support member 31 is connected to the column 7 via a double clamp 29. A single pipe for a framework scaffold is used as the support material 31.

【0028】屋根及び壁を構成する面材4・5は、仮囲
い用の安全鋼板として使用される公知のもので、反りを
抑えるために長手方向の側縁部にリブが延設され、雨や
埃の侵入を防ぐために片方のリブの外側には隣接する面
材のリブの裏面側に重なり合う重合部が形成されてい
る。
The surface materials 4 and 5 constituting the roof and the wall are known materials used as safety steel plates for temporary enclosure, and ribs are provided on the side edges in the longitudinal direction to suppress warpage. In order to prevent intrusion of dust and dirt, an overlapping portion is formed outside of one of the ribs so as to overlap the rear surface of the rib of the adjacent face material.

【0029】屋根を構成する各面材4は、前後一対の間
口方向支持材26に対して複数(ここでは前後左右に計
4個)のフックボルト33を介して係止されるようにな
っており、これらのフックボルト33は、前後で逆向き
にした態様で装着され、フック部を支持材26に係止す
ると共に、面材4に形成されたフックボルト取付穴に挿
通させたねじ部にナットを螺合して締め付けることで、
面材4が支持材26に対して固定される。また、壁を構
成する各面材5は、支柱7に横架された上下一対の支持
材31に対して複数(ここでは上下左右に計4個)のフ
ックボルト33を介して係止され、これらのフックボル
ト33は、上下で逆向きにした態様で装着され、前記と
同様にして面材5が支持材31に対して固定される。こ
れにより風圧等の外力による面材4・5の剥がれを防止
する。
Each face member 4 constituting the roof is engaged with a pair of front and rear frontage direction supporting members 26 via a plurality of (here, four in the front, rear, left and right) hook bolts 33. These hook bolts 33 are mounted in a manner reversed in the front and rear direction, and hook the hook portion to the support member 26 and to the threaded portion inserted through the hook bolt mounting hole formed in the face material 4. By screwing and tightening the nut,
The face member 4 is fixed to the support member 26. Further, each of the face members 5 constituting the wall is locked to a pair of upper and lower support members 31 laid horizontally on the support column 7 via a plurality of (here, four in total, up, down, left, and right) hook bolts 33, These hook bolts 33 are mounted in a vertically inverted manner, and the face material 5 is fixed to the support material 31 in the same manner as described above. This prevents peeling of the face materials 4 and 5 due to external force such as wind pressure.

【0030】仮設建物1の内部には、比較的小型の物品
を載置可能な棚35が設けられている(図4参照)。こ
の棚35は、支柱7に固定された一対のブラケット材3
6・36と、一対のブラケット材36・36間に架設さ
れた棚板材37とからなっている。ブラケット材36
は、水平材と鉛直材と斜材とで直角三角形状に接合組立
られ、水平材の上部にはクランプ38が、下部にはずれ
止め39が設けられている。ブラケット材36には、枠
組み足場用のものが使用され、棚板材37には、床材1
8と同種の床付布枠が使用され、床材18に適用された
床付布枠より短寸で門形枠材2の幅に対応したものが選
択される。
A shelf 35 on which relatively small articles can be placed is provided inside the temporary building 1 (see FIG. 4). The shelf 35 includes a pair of bracket members 3 fixed to the column 7.
6 and 36, and a shelf 37 provided between the pair of brackets 36. Bracket material 36
The horizontal member, the vertical member and the diagonal member are joined and assembled in a right-angled triangular shape. A clamp 38 is provided at an upper portion of the horizontal member, and a stopper 39 is provided at a lower portion thereof. For the bracket member 36, a frame scaffold is used, and for the shelf member 37, the floor member 1 is used.
The same type of flooring fabric frame as that of the flooring material 8 is used, and one that is shorter than the flooring fabric frame applied to the flooring material 18 and that corresponds to the width of the portal frame material 2 is selected.

【0031】このように構成された仮設建物1を組み立
てるには、まず、所定間隔をおいて地面に配置したジャ
ッキベース21に門形枠材2を建て込み、背面側の互い
に対向する門形枠材2・2を相互を交差筋交い15で連
結すると共に、横架材8・8間に床材18を掛け渡す。
これで、門形枠材2が地上に直立した状態となり、ジャ
ッキベース21のハンドルを回して全体の高さを調整す
る。次に、屋根の面材4を支持する支持材26・27
と、壁の面材5を支持する支持材31とを2連クランプ
で支柱に取り付ける。これで骨組み3が出来上がり、最
後にフックボルト33で壁の面材5を、ついで屋根の面
材4を貼り付ける。
In order to assemble the temporary building 1 constructed as described above, first, the portal frame 2 is erected on a jack base 21 arranged on the ground at a predetermined interval, and the portal frames facing each other on the rear side. The members 2 are connected to each other by cross braces 15, and a floor member 18 is bridged between the horizontal members 8.
Thus, the gate-shaped frame member 2 is in an upright state on the ground, and the handle of the jack base 21 is turned to adjust the entire height. Next, supporting members 26 and 27 for supporting the roof surface material 4
And a support member 31 for supporting the wall surface material 5 are attached to the support by a double clamp. Thus, the frame 3 is completed, and finally, the wall surface material 5 and the roof surface material 4 are attached with the hook bolts 33.

【0032】以上、門形枠材2を間口方向並びに奥行き
方向に複数並べた構成の仮設建物について説明したが、
この門形枠材2の組み合わせ方は、収容する物品の寸法
や量に応じて所要の大きさの仮設建物が得られるように
適宜に設定される。仮設建物の奥行き寸法は、門形枠材
の幅と奥行き方向の配置数により規定され、その間口寸
法は、交差筋交いの寸法と間口方向の配置数により規定
され、これらを勘案して各構成部材の寸法及び配置数を
選定すれば良い。建枠を初めとして枠組み足場用の資材
には、多様な寸法のものが用意されており、これらを適
宜に組み合われることで広範囲な形状・寸法のものに容
易に対応することができる。また、建枠を上下に連結し
て2階建てとすることも可能であり、特に背の低い建枠
を上下に複数連結し、前記床材と同様の枠組み足場用の
床付布枠を建枠間に架設した態様で上下に複数設けるこ
とで整理棚とすることも可能である。
As described above, the temporary building having a configuration in which the gate-shaped frame members 2 are arranged in plural in the width direction and the depth direction has been described.
The way of combining the gate-shaped frame members 2 is appropriately set so that a temporary building of a required size is obtained according to the size and amount of the articles to be stored. The depth dimension of the temporary building is defined by the width of the portal frame and the number of arrangements in the depth direction, and the frontage dimension is defined by the size of the cross brace and the number of arrangements in the frontage direction. And the number of arrangements may be selected. Materials of various sizes are prepared for materials for frame scaffolds including construction frames, and by appropriately combining them, it is possible to easily cope with a wide range of shapes and sizes. It is also possible to connect the building frames up and down to form a two-story building. In particular, a plurality of short building frames are connected up and down to form a floor-mounted cloth frame for a scaffold similar to the floor material. Arranging shelves is also possible by providing a plurality of frames vertically above and below a frame.

【0033】このような仮設建物により内部に形成され
たスペースは、ボンベ等の資材置き場として好適であ
る。この場合、中間部の門形枠材2で左右に仕切り、酸
素ガス入りのものとアセチレンガス入りのものとを分け
て収容すると良い。また、壁を構成する面材で前面も覆
い、その一部に人が出入り可能なように扉を設け、休憩
所や簡易更衣室として利用することも可能である。
The space formed inside such a temporary building is suitable as a storage space for materials such as cylinders. In this case, it is preferable to partition right and left by the gate-shaped frame member 2 in the middle part, and to separately store those containing oxygen gas and those containing acetylene gas. Further, it is also possible to cover a front surface with a surface material constituting a wall and to provide a door on a part of the front surface so that people can enter and exit, and use the door as a rest room or a simple changing room.

【0034】図5は、本発明による仮設建物の第2の実
施形態を示している。ここでは、作業所の周囲を取り囲
む仮囲い51に沿って仮設建物52が設けられており、
その背面を覆う面材に仮囲い51が兼用されている。仮
設建物52を構成する門形枠材2は、仮囲い51に沿う
方向に複数並べて設けられ、背面側に並んだ支柱7が隣
り合うものと互いに交差筋交い15で連結されている。
FIG. 5 shows a second embodiment of a temporary building according to the present invention. Here, a temporary building 52 is provided along a temporary enclosure 51 surrounding the periphery of the work place,
The temporary enclosure 51 is also used as a surface material covering the back surface. A plurality of gate-shaped frame members 2 constituting the temporary building 52 are provided side by side in a direction along the temporary enclosure 51, and the columns 7 arranged on the back side are connected to adjacent ones by cross braces 15.

【0035】仮囲いを構成する面材53は、上下に複数
(ここでは3本)設けられた単管からなる水平方向の支
持材54にフックボルト33を介して連結され、これら
の水平方向の支持材54に対して単管からなる鉛直方向
の支持材55が2連クランプ29を介して連結されてい
る。水平方向の支持材54のうちの下側の2本は、並設
された門形枠材2の背面側の支柱7に掛け渡された態様
で2連クランプ29を介して支柱7に連結されている。
屋根を構成する面材57は、仮囲い51に直交する向き
の支持材58にフックボルト33を介して連結支持さ
れ、仮囲い51に沿う方向に掛け渡されており、支持材
58は、仮囲い51に沿う方向に並設された支柱7に掛
け渡された支持材59に2連クランプ29を介して連結
支持されている。
The face material 53 constituting the temporary enclosure is connected via hook bolts 33 to a horizontal support member 54 composed of a plurality of (here, three) single tubes provided above and below. A vertical support member 55 composed of a single tube is connected to the support member 54 via the double clamp 29. The lower two of the horizontal support members 54 are connected to the columns 7 via the double clamps 29 in such a manner as to be bridged over the columns 7 on the back side of the side-by-side portal members 2. ing.
The surface material 57 constituting the roof is connected and supported via a hook bolt 33 to a support member 58 in a direction orthogonal to the temporary enclosure 51, and is bridged in a direction along the temporary enclosure 51. It is connected and supported via a double clamp 29 to a support member 59 that is bridged over the columns 7 arranged side by side in the direction along the enclosure 51.

【0036】これによると、仮囲い51を側方から支持
する控え棒に代わって仮設建物52が仮囲い51を支持
することになり、控え棒を設けるために要するデッドス
ペースを有効利用することができる。このような仮設建
物52により内部に形成されたスペースは、前記のよう
に物置等として利用する他、適宜なパネル材で間仕切り
をして一部を守衛室とすることも可能である。また、門
形枠材2の一対の補強材9・9間の通り抜けスペース1
7を利用して往来可能な安全通路とすることも可能であ
り、この場合、上方の視界が遮られないように、屋根を
構成する面材に、金網を張設したもの、例えば養生枠を
用いると良い。
According to this, the temporary building 52 supports the temporary enclosure 51 in place of the stay rod that supports the temporary enclosure 51 from the side, and the dead space required for providing the stay rod can be effectively used. it can. The space formed inside such a temporary building 52 can be used as a storeroom or the like as described above, or it can be partitioned with an appropriate panel material to partially form a guard room. In addition, the space 1 passing between the pair of reinforcing members 9 of the gate-shaped frame member 2.
It is also possible to make a safe passage that can be used by using 7, and in this case, a wire mesh is stretched on the surface material constituting the roof, such as a curing frame, so that the upper view is not obstructed. Good to use.

【0037】図6は、本発明による仮設建物の第3の実
施形態を示している。この仮設建物61は、壁を構成す
る面材5で前後左右の4面が覆われ、上面は開放されて
おり、廃材箱として利用する他、安全管理の目的で各種
の資材等を一時的に収容する用途に使用される。ここで
は、前記と同様、対向配置された門形枠材2が、交差筋
交い15によって相互に連結され、壁を構成する面材5
が、支柱7に架設された上下に対をなす支持材62・6
3に支持されている。
FIG. 6 shows a third embodiment of a temporary building according to the present invention. The temporary building 61 has four front, rear, left and right surfaces covered with a surface material 5 constituting a wall, and has an open upper surface. In addition to being used as a waste material box, various materials are temporarily used for the purpose of safety management. Used for housing purposes. Here, similarly to the above, the gate-shaped frame members 2 arranged opposite to each other are connected to each other by the cross braces 15 and the face members 5 forming the wall are formed.
Is a pair of support members 62.6 vertically arranged on the column 7
3 supported.

【0038】この仮設建物61においては、ポスト64
に旋回可能に設けられたアーム65に吊り下げられたチ
ェーンブロック66により、収容すべき物品が上面の開
放部から内部につり込まれる。ここでは、支持材63と
その中間に設けられた支持材67とにポスト64を支持
させている。
In the temporary building 61, the post 64
The articles to be accommodated are suspended inside from the opening on the upper surface by a chain block 66 suspended from an arm 65 provided to be rotatable. Here, the post 64 is supported by the support member 63 and a support member 67 provided therebetween.

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

【図1】本発明による仮設建物の第1の実施形態を示す
斜視図である。
FIG. 1 is a perspective view showing a first embodiment of a temporary building according to the present invention.

【図2】図1の仮設建物の左側部分の骨組みを示す斜視
図である。
FIG. 2 is a perspective view showing a skeleton of a left side portion of the temporary building of FIG. 1;

【図3】図1の仮設建物の中間部分の骨組みを示す斜視
図である。
FIG. 3 is a perspective view showing a framework of an intermediate portion of the temporary building of FIG. 1;

【図4】図1の仮設建物の右側部分の骨組みを示す斜視
図である。
FIG. 4 is a perspective view showing a skeleton of a right portion of the temporary building of FIG. 1;

【図5】本発明による仮設建物の第2の実施形態を示す
斜視図である。
FIG. 5 is a perspective view showing a second embodiment of a temporary building according to the present invention.

【図6】本発明による仮設建物の第3の実施形態を示す
斜視図である。
FIG. 6 is a perspective view showing a third embodiment of a temporary building according to the present invention.

【符号の説明】[Explanation of symbols]

1 仮設建物 2 門形枠材 3 骨組み 4 屋根の面材 5 壁の面材 7 支柱 8 横架材 9 補強材 11 主補強材 12・13 副補強材 15 交差筋交い 16 連結ピン 17 通り抜けスペース 18 床材 19 連結部 21 ジャッキベース 26・27 屋根の支持材 29 2連クランプ 31・32 壁の支持材 33 フックボルト 35 棚 51 仮囲い 52 仮設建物 53 仮囲いの面材 54・55 仮囲いの支持材 57 屋根の面材 58・59 屋根の支持材 61 仮設建物 62・63 壁の支持材 DESCRIPTION OF SYMBOLS 1 Temporary building 2 Gate frame material 3 Frame 4 Roof face material 5 Wall face material 7 Prop 8 Lateral material 9 Reinforcement material 11 Main reinforcement material 12 ・ 13 Secondary reinforcement material 15 Cross bracing 16 Connection pin 17 Crossing space 18 Floor Material 19 Connecting part 21 Jack base 26/27 Roof support 29 Double clamp 31/32 Wall support 33 Hook bolt 35 Shelf 51 Temporary enclosure 52 Temporary building 53 Temporary enclosure face 54/55 Temporary enclosure support 57 Roof face material 58 ・ 59 Roof support material 61 Temporary building 62 ・ 63 Wall support material

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐藤 俊夫 千葉県流山市駒木593番地 三建機材株式 会社内 (72)発明者 藤 振一 千葉県流山市駒木593番地 三建機材株式 会社内 (72)発明者 道前 敬 千葉県流山市駒木593番地 三建機材株式 会社内 ──────────────────────────────────────────────────続 き Continuing from the front page (72) Inventor Toshio Sato 593 Komagaki, Nagareyama-shi, Chiba Sanken Machinery Co., Ltd. (72) Inventor Shinichi Fuji 593 Komagaki, Nagareyama-shi, Chiba Sankyo Machinery Co., Ltd. (72 Inventor Takashi Dozen 593 Komagaki, Nagareyama-shi, Chiba

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 一対の支柱とそれらの端部を相互に連
結する横架材とが予め接合組立された門形枠材が複数並
べて設けられ、該複数の門形枠材は相互に着脱自在に連
結されて骨組みを形成し、該骨組みには仕切り用の面材
が着脱自在に連結されたことを特徴とする仮設建物。
1. A plurality of portal frames in which a pair of columns and a horizontal member connecting their ends are connected and assembled in advance are provided side by side, and the plurality of portal frames are detachable from each other. A temporary building, characterized in that a frame is formed by being connected to the frame, and a panel material is detachably connected to the frame.
【請求項2】 前記門形枠材は、交差筋交いとの連結
ピンが予め設けられ、該交差筋交いにより、前記横架材
を互いに平行にして対向配置された一対の前記門形枠材
が相互に連結されたことを特徴とする請求項1に記載の
仮設建物。
2. The portal frame member is provided with a connecting pin for a cross bracing in advance, and the cross bracing causes a pair of the portal frame members arranged to face each other with the horizontal members parallel to each other. The temporary building according to claim 1, wherein the temporary building is connected to a temporary building.
【請求項3】 前記門形枠材は、前記横架材を下にし
た態様で配置され、対向配置された一対の前記門形枠材
の互いに平行な一対の前記横架材間に床材が架設された
ことを特徴とする請求項1若しくは請求項2に記載の仮
設建物。
3. The gate material is disposed in a manner with the horizontal member facing down, and a floor material is provided between a pair of parallel members of the pair of gate frame members arranged opposite to each other. The temporary building according to claim 1, wherein the temporary building is installed.
【請求項4】 前記仕切り用の面材は、帯板状をな
し、前記門形枠材に掛け渡された複数の支持材間に架設
された態様でその支持材に沿う向きに複数並べて設けら
れたことを特徴とする請求項1乃至請求項3のいずれか
に記載の仮設建物。
4. A plurality of said partitioning face members are formed in a strip shape and are arranged in a direction along the supporting members so as to be bridged between a plurality of supporting members bridged over the portal frame material. The temporary building according to any one of claims 1 to 3, wherein the temporary building is provided.
【請求項5】 前記門形枠材は、一対の前記支柱と横
架材との間をそれぞれ連結補強する一対の補強材を有
し、該補強材は、前記支柱に沿って概ね縦方向に延在す
る主補強材の一端が前記横架材の端部寄りの部分に接合
され、前記門形枠材の幅方向の中間部分に高さ方向の略
全体に渡る通り抜けスペースが形成されたことを特徴と
する請求項1乃至請求項4のいずれかに記載の仮設建
物。
5. The portal frame member has a pair of reinforcing members for connecting and reinforcing the pair of columns and the horizontal member, respectively, and the reinforcing members are arranged substantially vertically along the columns. One end of the extending main reinforcing member is joined to a portion near the end of the horizontal member, and a pass-through space is formed in a substantially intermediate portion in the width direction of the portal frame material over substantially the entire height. The temporary building according to any one of claims 1 to 4, wherein:
【請求項6】 前記門形枠材が枠組み足場用の建枠で
あり、前記仕切り用の面材が仮囲い用の鋼板であり、こ
れらの各構成部材は、枠組み足場及び仮囲い用の連結具
及び単管を介して相互に連結されたことを特徴とする請
求項1乃至請求項5のいずれかに記載の仮設建物。
6. The portal frame material is a building frame for a framework scaffold, the partition face material is a steel plate for a temporary enclosure, and each of these components is a connection for the frame scaffold and the temporary enclosure. The temporary building according to any one of claims 1 to 5, wherein the temporary building is connected to each other via a fixture and a single pipe.
JP2000027787A 2000-02-04 2000-02-04 Temporary building Pending JP2001214615A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000027787A JP2001214615A (en) 2000-02-04 2000-02-04 Temporary building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000027787A JP2001214615A (en) 2000-02-04 2000-02-04 Temporary building

Publications (1)

Publication Number Publication Date
JP2001214615A true JP2001214615A (en) 2001-08-10

Family

ID=18553311

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000027787A Pending JP2001214615A (en) 2000-02-04 2000-02-04 Temporary building

Country Status (1)

Country Link
JP (1) JP2001214615A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002188207A (en) * 2000-12-18 2002-07-05 Takenaka Komuten Co Ltd Building of which the components can be reused
JP2009287335A (en) * 2008-05-30 2009-12-10 Ohbayashi Corp Temporary partition and setting method of temporary partition
CN112095802A (en) * 2020-09-22 2020-12-18 赵广娜 Windproof stacked sliding opening and closing building device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002188207A (en) * 2000-12-18 2002-07-05 Takenaka Komuten Co Ltd Building of which the components can be reused
JP2009287335A (en) * 2008-05-30 2009-12-10 Ohbayashi Corp Temporary partition and setting method of temporary partition
CN112095802A (en) * 2020-09-22 2020-12-18 赵广娜 Windproof stacked sliding opening and closing building device
CN112095802B (en) * 2020-09-22 2021-12-07 张海岩 Windproof stacked sliding opening and closing building device

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