JPH11229397A - Structure of temporary building - Google Patents
Structure of temporary buildingInfo
- Publication number
- JPH11229397A JPH11229397A JP5010698A JP5010698A JPH11229397A JP H11229397 A JPH11229397 A JP H11229397A JP 5010698 A JP5010698 A JP 5010698A JP 5010698 A JP5010698 A JP 5010698A JP H11229397 A JPH11229397 A JP H11229397A
- Authority
- JP
- Japan
- Prior art keywords
- building
- steel plate
- ground
- height adjusting
- floor
- 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
Links
Landscapes
- Foundations (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、仮設建物の構造に
関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a temporary building.
【0002】[0002]
【従来の技術】建設現場などで使用する仮設建物は、風
による転倒を防止するために図3に示すように仮設建物
aの周囲にワイヤbを取り付け、ワイヤbの先端を地面
に固定して補強している。2. Description of the Related Art In a temporary building used at a construction site or the like, a wire b is attached around a temporary building a as shown in FIG. Reinforced.
【0003】[0003]
【本発明が解決しようとする課題】前記した従来の仮設
建物の構造にあっては、次のような問題点がある。 <イ>多数のワイヤbを建物の周囲から斜めに地面に固
定する構造を採用しているために、建物a周辺にワイヤ
bを固定できるだけの無駄な土地cが必要となり不経済
である。 <ロ>建物a周辺に斜めに張ったワイヤbが存在するた
めに歩行の障害になりやすく、夜間や退避のために後退
した時などには危険である。 <ハ>地盤が軟弱な場合にはワイヤb端部の固定が簡単
ではなく、さらに軟弱地盤における建物aの不等沈下を
防止するためには他の特別な構造を採用しなければなら
ない。The structure of the above-mentioned conventional temporary building has the following problems. <A> Since a structure is employed in which a large number of wires b are fixed to the ground obliquely from the periphery of the building, wasteful land c for fixing the wires b around the building a is required, which is uneconomical. <B> The presence of the wire b extending diagonally around the building a is liable to obstruct walking, and is dangerous at night or when retreating for evacuation. <C> When the ground is soft, it is not easy to fix the end of the wire b. Further, in order to prevent uneven settlement of the building a in the soft ground, another special structure must be adopted.
【0004】本発明は上記したような従来の問題を解決
するためになされたもので、周囲にワイヤを張るような
無駄な土地を必要とせずに確実に建物を固定することが
できる、仮設建物の構造を提供することを目的とする。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and it is a temporary building that can securely fix a building without requiring useless land such as a wire surrounding the building. The purpose is to provide a structure.
【0005】[0005]
【課題を解決するための手段】上記のような目的を達成
するために、本発明の仮設建物の構造は、仮設の建物の
下面に、建物の床面積よりも多少大きい寸法の鋼板を位
置させ、鋼板と建物床下面との間には高さ調整可能な装
置を介在させ、さらに鋼板と建物との間を締結装置を介
して取り付けて構成した、仮設建物の構造を特徴とした
ものである。In order to achieve the above object, the structure of a temporary building according to the present invention is to dispose a steel plate having a size slightly larger than the floor area of the building on the lower surface of the temporary building. The structure of the temporary building is characterized by interposing a height-adjustable device between the steel plate and the underside of the building, and further attaching the steel plate and the building via a fastening device. .
【0006】[0006]
【本発明の実施の態様】以下図面を参照しながら本発明
の仮設建物の構造の実施例について詳細に説明する。Embodiments of the present invention will be described in detail with reference to the drawings.
【0007】<イ>鋼板の敷設。 本発明の仮設の建物1においては、まず地表面に鋼板2
を敷設し、その上に仮設建物1を設置する。すなわち仮
設建物1の下面に鋼板2を位置させる。この鋼板2は一
定の厚さを持ち、その面積は建物1の床面積よりも多少
大きい寸法のものを採用する。<A> Laying steel sheets. In the temporary building 1 of the present invention, the steel plate 2 is first placed on the ground surface.
Is laid, and the temporary building 1 is placed thereon. That is, the steel plate 2 is positioned on the lower surface of the temporary building 1. The steel plate 2 has a certain thickness, and the area thereof is slightly larger than the floor area of the building 1.
【0008】<ロ>高さ調整装置の介在。 敷設した鋼板2の上に建物1の設置する場合に、鋼板2
と建物1床下面との間には高さ調整装置3、例えばジャ
ッキを介在させる。このジャッキによって建物1の高さ
調整が可能となる。したがって、地盤に多少の傾斜があ
る場合に、その面に敷設した鋼板2も地盤の傾斜にした
がって傾斜するが、ジャッキによる調整によって建物1
を水平に設置することが可能である。<B> Interposition of a height adjusting device. When the building 1 is installed on the laid steel plate 2, the steel plate 2
A height adjusting device 3, for example, a jack, is interposed between and the lower surface of the building 1 floor. With this jack, the height of the building 1 can be adjusted. Therefore, when the ground has some inclination, the steel plate 2 laid on the surface also inclines according to the inclination of the ground.
Can be installed horizontally.
【0009】<ハ>締結部材。 さらに鋼板2と建物1との間を締結部材4、例えばボル
トとナットとを介して取り付ける。そのために鋼板2に
は固定金具41を突出させておき、この固定金具と建物
1の床枠とを連結板42で連結してボルト43、ナット
44で固定する。この締結部材は、解体が簡単であるか
ら、移転の際には容易に解体して再度利用することがで
きる。<C> Fastening member. Further, the steel plate 2 and the building 1 are attached via a fastening member 4, for example, a bolt and a nut. For this purpose, a fixture 41 is projected from the steel plate 2, and the fixture and the floor frame of the building 1 are connected by a connecting plate 42 and fixed by bolts 43 and nuts 44. Since this fastening member is easily disassembled, it can be easily disassembled and reused when transferring.
【0010】<ニ>使用方法。 仮設建物1を設置する場合には、まず地表に鋼板2を敷
設する。この場合に地盤が軟弱であっても、広い鋼板2
を敷設するから、接地圧が小さくなり安定した設置が可
能となる。その鋼板2の上に高さ調整部材を設置し、そ
の上に仮設建物1を床枠から順に組み立てて行く。前記
したように地表面に多少の傾斜があっても、この段階で
高さ調整部材を調整することによって水平面を確保した
建物1を設置することができる。建物1の床枠と鋼板2
とは、締結部材4、例えばボルトとナットを介して固定
するから、簡単、迅速に固定することができる。こうし
て仮設建物1の設置が完了し、暴風時には建物1の下に
位置する鋼板2が重りとなり風圧による建物1の転倒、
移動を確実に阻止することができる。移転時には締結部
材4を簡単に解体して撤去することができる。<D> Method of use. When installing the temporary building 1, first, the steel plate 2 is laid on the ground surface. In this case, even if the ground is soft,
The ground pressure is reduced and stable installation becomes possible. The height adjusting member is installed on the steel plate 2, and the temporary building 1 is assembled thereon from the floor frame in order. As described above, even if the ground surface is slightly inclined, the building 1 having a horizontal surface can be installed by adjusting the height adjusting member at this stage. Floor frame and steel plate 2 of building 1
Is fixed via the fastening member 4, for example, a bolt and a nut, so that it can be fixed easily and quickly. In this way, the installation of the temporary building 1 is completed, and in the event of a storm, the steel plate 2 located below the building 1 becomes a weight and the building 1 falls due to wind pressure,
Movement can be reliably prevented. At the time of transfer, the fastening member 4 can be easily disassembled and removed.
【0011】[0011]
【本発明の効果】本発明の仮設建物1の構造は以上説明
したようになるから次のような効果を得ることができ
る。 <イ>従来の仮設建物1のように周囲に多数のワイヤを
斜めに張る必要がない。したがって無駄な土地を確保す
る必要がなく、歩行者の障害物が存在しない。 <ロ>地盤に多少の傾斜がある場合に、その面に敷設し
た鋼板2も地盤の傾斜にしたがって傾斜するが、高さ調
整部材による調整によって建物1を水平に設置すること
が可能である。従来のワイヤによる固定方法では、別に
水平を維持するための工夫をしなければならなかった。 <ハ>用途が終了して解体する場合には締結部材4を解
体して簡単に撤去、移転をすることができる。 <ニ>建物1の全面積より広い鋼板2によって建物1の
位置を確保しているから、その重量によって暴風時にも
確実に転倒、移動を阻止することができる。 <ホ>建物1の下には建物1の全面積より広い鋼板2が
敷設してあるから、接地圧が小さく、地盤が軟弱な場合
でも不等沈下が発生することがない。According to the present invention, the structure of the temporary building 1 is as described above, and the following effects can be obtained. <A> Unlike the conventional temporary building 1, there is no need to diagonally extend a large number of wires around the building. Therefore, there is no need to secure useless land, and there is no obstacle for pedestrians. <B> When the ground has some inclination, the steel plate 2 laid on the surface also inclines according to the inclination of the ground, but the building 1 can be installed horizontally by adjustment by the height adjustment member. In the conventional fixing method using a wire, a device for maintaining horizontality had to be separately devised. <C> When disassembling after finishing the use, the fastening member 4 can be disassembled and easily removed and relocated. <D> Since the position of the building 1 is ensured by the steel plate 2 which is wider than the entire area of the building 1, the weight of the building 1 can reliably prevent falling and moving even in a storm. <E> Since the steel plate 2 which is larger than the entire area of the building 1 is laid under the building 1, the ground contact pressure is small and the uneven settlement does not occur even when the ground is soft.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本発明の仮設建物の構造の実施例の説明図。FIG. 1 is an explanatory diagram of an embodiment of a structure of a temporary building of the present invention.
【図2】建物と鋼板の取り付け部分の説明図。FIG. 2 is an explanatory view of a mounting portion of a building and a steel plate.
【図3】従来の仮設建物の構造の説明図。FIG. 3 is an explanatory view of the structure of a conventional temporary building.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 大竹 明郎 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 ──────────────────────────────────────────────────の Continued on the front page (72) Inventor Akira Otake 1-25-1, Nishi-Shinjuku, Shinjuku-ku, Tokyo Taisei Corporation
Claims (1)
させ、 さらに鋼板と建物との間を締結部材を介して、固定、解
体自在に取り付けて構成した、 仮設建物の構造1. A steel plate having a size slightly larger than the floor area of the building is located on the lower surface of the temporary building, and a height-adjustable device is interposed between the steel plate and the lower surface of the building floor. Temporary building structure that is fixed and dismantled between the building and the building via fastening members
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05010698A JP3781547B2 (en) | 1998-02-16 | 1998-02-16 | Temporary building structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP05010698A JP3781547B2 (en) | 1998-02-16 | 1998-02-16 | Temporary building structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11229397A true JPH11229397A (en) | 1999-08-24 |
JP3781547B2 JP3781547B2 (en) | 2006-05-31 |
Family
ID=12849843
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP05010698A Expired - Fee Related JP3781547B2 (en) | 1998-02-16 | 1998-02-16 | Temporary building structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3781547B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009511789A (en) * | 2005-10-21 | 2009-03-19 | シュレレート,トーマス | Building with inflatable walls |
CN112726810A (en) * | 2020-12-28 | 2021-04-30 | 湖南鼎盛绿色建筑集团有限公司 | Method for selecting building steel structure |
-
1998
- 1998-02-16 JP JP05010698A patent/JP3781547B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009511789A (en) * | 2005-10-21 | 2009-03-19 | シュレレート,トーマス | Building with inflatable walls |
CN112726810A (en) * | 2020-12-28 | 2021-04-30 | 湖南鼎盛绿色建筑集团有限公司 | Method for selecting building steel structure |
Also Published As
Publication number | Publication date |
---|---|
JP3781547B2 (en) | 2006-05-31 |
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