JP2018096120A - Temporary roof structure - Google Patents

Temporary roof structure Download PDF

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JP2018096120A
JP2018096120A JP2016241583A JP2016241583A JP2018096120A JP 2018096120 A JP2018096120 A JP 2018096120A JP 2016241583 A JP2016241583 A JP 2016241583A JP 2016241583 A JP2016241583 A JP 2016241583A JP 2018096120 A JP2018096120 A JP 2018096120A
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ridge
rafter
roof structure
tension wire
temporary roof
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JP6469634B2 (en
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誠 尾形
Makoto Ogata
誠 尾形
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Mitsui Home Co Ltd
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Mitsui Home Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a temporary roof structure with large structural strength and wind pressure resistance of a framework.SOLUTION: A temporary roof structure 1 with a gable shape installed above the building under construction comprises a ridge member 10, a main building member 20 disposed on a side portion of the ridge member 10 along the ridge member 10, an eaves blade member 30 disposed on the eaves side along the main building member 20, a rafter member 50 extending in a direction intersecting the ridge member 10, and a vinyl film covering the roof side 60. The ridge member 10 is hung from a scaffold 2 provided around the building. The ridge member 10, main building member 20 and eaves tip member 30 are provided with hollow pipes 11, 21, 31 and tension wires 12, 22, 32 inserted into the hollow pipes 11, 21, 31 in a tensioned state, and the rafter member 50 is constituted by a tension wire 51 installed in a tensioned state.SELECTED DRAWING: Figure 2

Description

本発明は、仮設屋根構造に関する。   The present invention relates to a temporary roof structure.

戸建て住宅等の建物の工事現場において雨養生をするには、従来、足場の上部にパイプで骨組を組んで、その骨組にテント用シートやブルーシートを架け渡して建物を覆うことが多かった(たとえば特許文献1参照)。特許文献1の雨天養生屋根は、複数のシート帯が、一部が重ね合せられた状態で傾斜方向に並べられている。シート帯の下流側端部の一部には、シート帯弛緩部が形成されている。この部分が弛むことでシート帯の重合部で風抜き口が開口して、屋根の下方からの吹上風を逃がすようになっていた。   Conventionally, in order to perform rain curing at the construction site of a detached house or the like, a frame is often built with a pipe at the top of the scaffolding, and a tent sheet or blue sheet is placed over the frame to cover the building ( For example, see Patent Document 1). In the rain-curing roof of Patent Document 1, a plurality of sheet strips are arranged in an inclined direction in a state where a part thereof is overlapped. A sheet band relaxing portion is formed at a part of the downstream end portion of the sheet band. When this portion is loosened, the air vent is opened at the overlapping portion of the sheet band, and the blowing air from below the roof is released.

特開2009−68288号公報JP 2009-68288 A

特許文献1の屋根は、風抜き口から風を逃がすことで屋根面に作用する風圧を低減するようにしてはいるものの、パイプで形成された骨組にテント用シート等を架け渡しているので、骨組の構造強度が小さく、耐風圧が小さいという問題があった。   Although the roof of Patent Document 1 is designed to reduce the wind pressure acting on the roof surface by escaping the wind from the wind vent, because the tent sheet etc. is bridged over the frame formed by the pipe, There was a problem that the structural strength of the frame was small and the wind pressure resistance was small.

そこで本発明は、前記の問題を解決するためになされたものであり、骨組の構造強度および耐風圧が大きい仮設屋根構造を提供することを課題とする。   Therefore, the present invention has been made to solve the above-described problems, and an object of the present invention is to provide a temporary roof structure having a high structural strength and wind resistance.

このような課題を解決するための請求項1に係る発明は、施工中の建築物の上方に設置される切り妻形状の仮設屋根構造であって、棟部材と、当該棟部材に沿って前記棟部材の側部に配置される母屋部材と、当該母屋部材に沿って軒先側に配置される軒先部材と、前記棟部材に交差する方向に延在する垂木部材と、屋根面を覆うビニールフィルムとを備えている。前記棟部材は、前記建築物の周囲に設けられた足場から吊り下げられ、前記棟部材、前記母屋部材および前記軒先部材は、中空パイプと、当該中空パイプの中に緊張状態で挿入された緊張ワイヤとを備えている。前記垂木部材は、緊張状態で設置された緊張ワイヤにて構成されている。   The invention according to claim 1 for solving such a problem is a gable-shaped temporary roof structure installed above the building under construction, and the ridge member and the ridge member along the ridge member A purlin member disposed on the side of the ridge member, an eaves member disposed on the eaves side along the purlin member, a rafter member extending in a direction intersecting the ridge member, and a vinyl film covering the roof surface And. The ridge member is suspended from a scaffold provided around the building, and the ridge member, the purlin member, and the eaves member are a hollow pipe and a tension inserted into the hollow pipe in a tensioned state. And a wire. The rafter member is constituted by a tension wire installed in a tension state.

このような構成によれば、棟部材、母屋部材および軒先部材が、中空パイプと緊張ワイヤとを備えて構成されているので、中空パイプが座屈し難くなる。したがって、骨組の構造強度を大きくできるとともに、仮設屋根構造の耐風圧を大きくできる。   According to such a configuration, since the ridge member, the purlin member, and the eaves member are configured to include the hollow pipe and the tension wire, the hollow pipe is less likely to buckle. Therefore, the structural strength of the frame can be increased, and the wind pressure resistance of the temporary roof structure can be increased.

本発明に係る仮設屋根構造では、前記棟部材と前記母屋部材間には、風圧によって外側に開閉可能な屋根部材が設けられているものが好ましい。このような構成によれば、屋根部材が開くことで下側からの風を外部に逃がすことができるので、耐風圧をより一層大きくすることができる。   In the temporary roof structure according to the present invention, it is preferable that a roof member that can be opened and closed by wind pressure is provided between the ridge member and the purlin member. According to such a configuration, the wind from the lower side can be released to the outside by opening the roof member, so that the wind pressure resistance can be further increased.

また、本発明に係る仮設屋根構造では、前記ビニールフィルムは、農業用ビニール素材からなるものが好ましい。農業用ビニール素材は、たとえばポリオレフィン系フィルム、ポリ塩化ビニル製フィルムまたはフッ素樹脂フィルム等である。なお、農業用ビニール素材は、前記材質に限定されるものではなく、他の材質であってもよい。このような構成によれば、ビニールフィルムの延び量が大きく破れにくいので、耐風圧をより一層大きくすることができる。   In the temporary roof structure according to the present invention, the vinyl film is preferably made of an agricultural vinyl material. The agricultural vinyl material is, for example, a polyolefin film, a polyvinyl chloride film, a fluororesin film, or the like. The agricultural vinyl material is not limited to the above material, and may be other materials. According to such a structure, since the extension amount of a vinyl film is large and it is hard to tear, a wind-resistant pressure can be made still larger.

さらに、本発明に係る仮設屋根構造では、前記垂木部材の前記緊張ワイヤには、短尺の固定用パイプが環装されており、前記ビニールフィルムは、前記固定用パイプを囲う断面C型の固定部材と、前記中空パイプまたは前記固定用パイプの外周面とで挟まれることで、固定されているものが好ましい。このような構成によれば、ビニールフィルムを容易に垂木部材に固定することができる。   Further, in the temporary roof structure according to the present invention, a short fixing pipe is wrapped around the tension wire of the rafter member, and the vinyl film has a C-shaped fixing member that surrounds the fixing pipe. And it is preferably fixed by being sandwiched between the hollow pipe or the outer peripheral surface of the fixing pipe. According to such a configuration, the vinyl film can be easily fixed to the rafter member.

また、本発明に係る仮設屋根構造では、前記棟部材の前記緊張ワイヤは、両端が基礎に接続された状態で緊張されているものが好ましい。このような構成によれば、棟部材が確実に固定されるので、仮設屋根構造が吹き上げられるのを防止できる。   Moreover, in the temporary roof structure which concerns on this invention, it is preferable that the said tension | tensile_strength wire of the said ridge member is tensioned in the state in which both ends were connected to the foundation. According to such a configuration, since the ridge member is securely fixed, it is possible to prevent the temporary roof structure from being blown up.

さらに、本発明に係る仮設屋根構造では、前記垂木部材の前記緊張ワイヤの上端部は、上方に引き上げられた前記棟部材に係止され、前記垂木部材の前記緊張ワイヤの下端部は、前記建築物の周囲に形成された足場に係止されているものが好ましい。このような構成によれば、垂木部材が所望の角度で配置されて緊張される。   Further, in the temporary roof structure according to the present invention, the upper end portion of the tension wire of the rafter member is locked to the ridge member pulled upward, and the lower end portion of the tension wire of the rafter member is the building. Those locked to a scaffold formed around the object are preferred. According to such a configuration, the rafter member is arranged at a desired angle and is tensioned.

本発明によれば、骨組の構造強度を大きくできるとともに、仮設屋根構造の耐風圧を大きくできる。   According to the present invention, it is possible to increase the structural strength of the frame and increase the wind resistance of the temporary roof structure.

本発明の実施形態に係る仮設屋根構造の骨組を示した斜視図である。It is the perspective view which showed the framework of the temporary roof structure which concerns on embodiment of this invention. 本発明の実施形態に係る仮設屋根構造を示した斜視図である。It is the perspective view which showed the temporary roof structure which concerns on embodiment of this invention. 本発明の実施形態に係る仮設屋根構造を示した正面図である。It is the front view which showed the temporary roof structure which concerns on embodiment of this invention. (a)はビニールフィルムの母屋部材への固定状態を示した斜視図、(b)はビニールフィルムの垂木部材への固定状態を示した斜視図である。(A) is the perspective view which showed the fixation state to the purlin member of a vinyl film, (b) is the perspective view which showed the fixation state to the rafter member of a vinyl film. 屋根部材の開閉状態を下方から見上げた斜視図である。It is the perspective view which looked up the opening-and-closing state of the roof member from the lower part. 基礎上に仮設屋根構造を組み立てた状態を示した斜視図である。It is the perspective view which showed the state which assembled the temporary roof structure on the foundation. 基礎上に仮設屋根構造の棟部材を引き上げた状態を示した斜視図である。It is the perspective view which showed the state which pulled up the ridge member of the temporary roof structure on the foundation. ビニールフィルムを畳んだ状態を示した斜視図である。It is the perspective view which showed the state which folded the vinyl film.

本発明の実施形態に係る仮設屋根構造の構成を、図面を参照しながら詳細に説明する。図1および図3に示すように、本実施形態に係る仮設屋根構造1は、施工中の建築物の上方に設置される切り妻形状の屋根であって、雨が建築物にかかるのを抑制するためのものである。仮設屋根構造1は、棟部材10と母屋部材20と軒先部材30と中間部材40と垂木部材50とビニールフィルム60と屋根部材70とを備えている。なお、切り妻形状とは、仮設屋根構造1の全体が切り妻屋根である必要はなく、一部に切り妻部分ではない部分を含んでいてもよい。   The configuration of the temporary roof structure according to the embodiment of the present invention will be described in detail with reference to the drawings. As shown in FIG. 1 and FIG. 3, the temporary roof structure 1 according to the present embodiment is a gable-shaped roof that is installed above a building under construction, and prevents rain from being applied to the building. Is to do. The temporary roof structure 1 includes a ridge member 10, a purlin member 20, an eaves member 30, an intermediate member 40, a rafter member 50, a vinyl film 60, and a roof member 70. Note that the gable shape does not require the entire temporary roof structure 1 to be a gable roof, and may include a portion that is not a gable portion in part.

棟部材10は、切り妻屋根の棟部分に沿って延在する長尺部材である。棟部材10は、中空パイプ11と緊張ワイヤ12とを備えてなる。中空パイプ11は、農業用のビニールハウスに用いられる鉄製パイプであって、表面に亜鉛メッキ等の防錆加工が施されている。中空パイプ11の外径は規格化されており、たとえば外径19mmまたは22mmのものが用いられている。緊張ワイヤ12は、金属製の撚り線ワイヤからなり、緊張状態で中空パイプ11の中に挿入されている。緊張ワイヤ12は、中空パイプ11の両端から外側に延出している。延出した緊張ワイヤ12は、滑車(図示せず)を介して下方に曲げられ垂下している。緊張ワイヤ12の下端部は、建築物の基礎に接続されている。緊張ワイヤ12は、手動式のホイスト(図示せず)にて巻き取られて緊張されている。   The ridge member 10 is a long member extending along the ridge portion of the gable roof. The ridge member 10 includes a hollow pipe 11 and a tension wire 12. The hollow pipe 11 is an iron pipe used in an agricultural greenhouse, and the surface thereof is rust-proofed such as galvanized. The outer diameter of the hollow pipe 11 is standardized, and for example, the outer diameter of 19 mm or 22 mm is used. The tension wire 12 is made of a metal stranded wire, and is inserted into the hollow pipe 11 in a tension state. The tension wire 12 extends outward from both ends of the hollow pipe 11. The extended tension wire 12 is bent downward and hangs down via a pulley (not shown). The lower end of the tension wire 12 is connected to the foundation of the building. The tension wire 12 is wound and tensioned by a manual hoist (not shown).

棟部材10は、ワイヤ13を介して建築物の周囲に設けられた足場から吊り下げられている。具体的には、ワイヤ13は、金属製の撚り線からなり、棟部材10から上方に延在する縦ワイヤ13aと、両側の足場2,2間に架け渡される吊ワイヤ13bとを備えている。縦ワイヤ13bは、棟部材10と棟部材10の両端と中間部の三箇所に接続されて、棟部材10を支持している。縦ワイヤ13aの頂部には、リング状のフック(図示せず)が設けられている。フックには、吊ワイヤ13bが挿通されている。フックは、吊ワイヤ13bの中間部に係止されている。縦ワイヤ13aのフックには、棟部材10に沿って棟部材10の上方に配置された水平ロープ14も挿通されている。水平ロープ14は、棟部材10を吊り上げることで、仮設屋根構造1全体を持ち上げるためのものである。水平ロープ14は、たとえば繊維製の撚り線からなる。水平ロープの両端部は、棟部材10の両端部より外側に延在している。延在した水平ロープ14は、滑車に架け渡され、手動式のホイスト(図示せず)に掻き取られて、棟部材10を吊り上げる。   The ridge member 10 is suspended from a scaffold provided around the building via a wire 13. Specifically, the wire 13 is made of a metal stranded wire, and includes a vertical wire 13a extending upward from the ridge member 10 and a suspension wire 13b spanned between the scaffolds 2 and 2 on both sides. . The vertical wires 13b are connected to the building member 10 and the three ends of the building member 10 at both ends and an intermediate portion to support the building member 10. A ring-shaped hook (not shown) is provided on the top of the vertical wire 13a. A hanging wire 13b is inserted through the hook. The hook is locked to an intermediate portion of the hanging wire 13b. A horizontal rope 14 disposed above the ridge member 10 along the ridge member 10 is also inserted through the hook of the vertical wire 13a. The horizontal rope 14 is for lifting the ridge member 10 and lifting the temporary roof structure 1 as a whole. The horizontal rope 14 is made of, for example, a fiber stranded wire. Both ends of the horizontal rope extend outward from both ends of the ridge member 10. The extended horizontal rope 14 is stretched over a pulley and scraped off by a manual hoist (not shown) to lift the ridge member 10.

母屋部材20は、棟部材10に沿って棟部材10の側部に配置される部材である。母屋部材20は、棟部材10の両側にそれぞれ設けられている。母屋部材20は、棟部材10に平行で、棟部材10より低い位置に設けられている。母屋部材20は、後記する垂木部材50上に配置され、隣り合う垂木部材50,50,50に架け渡されている。母屋部材20は、中空パイプ21と緊張ワイヤ22とを備えてなる。中空パイプ21は、中空パイプ11と同様のものが用いられている。緊張ワイヤ22は、緊張ワイヤ12と同様のものが用いられており、緊張状態で中空パイプ21の中に挿入されている。緊張ワイヤ22は、中空パイプ21の両端から外側に延出しており、滑車(図示せず)を介して下方に曲げられ垂下している。緊張ワイヤ22の下端部は、建築物の基礎に接続されている。緊張ワイヤ22は、手動式のホイスト(図示せず)にて巻き取られて緊張されている。   The purlin member 20 is a member disposed on the side of the ridge member 10 along the ridge member 10. The purlin member 20 is provided on each side of the ridge member 10. The purlin member 20 is provided parallel to the ridge member 10 and at a position lower than the ridge member 10. The purlin member 20 is disposed on a rafter member 50 which will be described later, and is spanned between adjacent rafter members 50, 50, 50. The purlin member 20 includes a hollow pipe 21 and a tension wire 22. The hollow pipe 21 is the same as the hollow pipe 11. The tension wire 22 is the same as the tension wire 12 and is inserted into the hollow pipe 21 in a tension state. The tension wire 22 extends outward from both ends of the hollow pipe 21, and is bent downward and suspended via a pulley (not shown). The lower end of the tension wire 22 is connected to the foundation of the building. The tension wire 22 is wound and tensioned by a manual hoist (not shown).

軒先部材30は、母屋部材20に沿って軒先側に配置される部材である。軒先部材30は、仮設屋根構造1の両側の軒先にそれぞれ設けられている。軒先部材30は、母屋部材20および棟部材10に平行で、母屋部材20より低い位置に設けられている。軒先部材30は、後記する垂木部材50上に配置され、隣り合う垂木部材50,50,50に架け渡されている。軒先部材30は、中空パイプ31と緊張ワイヤ32とを備えてなる。中空パイプ31は、中空パイプ11,21と同様のものが用いられている。緊張ワイヤ32は、緊張ワイヤ12,22と同様ものが用いられており、緊張状態で中空パイプ31の中に挿入されている。緊張ワイヤ32は、中空パイプ31の両端から外側に延出しており、滑車(図示せず)を介して下方に曲げられ垂下している。緊張ワイヤ32の下端部は、建築物の基礎に接続されている。緊張ワイヤ32は、手動式のホイスト(図示せず)にて巻き取られて緊張されている。   The eaves end member 30 is a member disposed on the eaves end side along the purlin member 20. The eaves members 30 are provided at eaves on both sides of the temporary roof structure 1. The eaves member 30 is provided at a position parallel to the main building member 20 and the ridge member 10 and lower than the main building member 20. The eaves member 30 is disposed on a rafter member 50 which will be described later, and is bridged between adjacent rafter members 50, 50, 50. The eaves member 30 includes a hollow pipe 31 and a tension wire 32. The hollow pipe 31 is the same as the hollow pipes 11 and 21. The tension wire 32 is the same as the tension wires 12 and 22 and is inserted into the hollow pipe 31 in a tension state. The tension wire 32 extends outward from both ends of the hollow pipe 31, and is bent downward and suspended via a pulley (not shown). The lower end of the tension wire 32 is connected to the foundation of the building. The tension wire 32 is wound and wound by a manual hoist (not shown).

中間部材40は、母屋部材20に沿って母屋部材20と軒先部材30の中間に配置される部材である。中間部材40は、母屋部材20および軒先部材30に平行である。本実施形態では、中間部材40は、母屋部材20と軒先部材30の中間に一箇所だけ設けられているが、屋根のこう配方向の長さが長い場合には複数設けてもよい。中間部材40は、後記する垂木部材50上に配置され、隣り合う垂木部材50,50,50に架け渡されている。中間部材40は、中空パイプ41と緊張ワイヤ42とを備えてなる。中空パイプ41は、中空パイプ11,21,31と同様で、農業用のビニールハウスに用いられる鉄製パイプであって、表面に亜鉛メッキ等の防錆加工が施されている。中空パイプ41は、たとえば外径19mmまたは22mmのものが用いられている。緊張ワイヤ42は、緊張ワイヤ12,22,32と同様で、金属製の撚り線ワイヤからなり、緊張状態で中空パイプ41の中に挿入されている。緊張ワイヤ42は、中空パイプ41の両端から外側に延出している。延出した緊張ワイヤ42は、滑車(図示せず)を介して下方に曲げられ垂下している。緊張ワイヤ42の下端部は、建築物の基礎に接続されている。緊張ワイヤ42は、手動式のホイスト(図示せず)にて巻き取られて緊張されている。   The intermediate member 40 is a member that is disposed between the purlin member 20 and the eaves member 30 along the purlin member 20. The intermediate member 40 is parallel to the purlin member 20 and the eaves member 30. In the present embodiment, only one intermediate member 40 is provided between the purlin member 20 and the eaves member 30, but a plurality of intermediate members 40 may be provided when the length of the roof in the gradient direction is long. The intermediate member 40 is disposed on a rafter member 50 to be described later, and is spanned between adjacent rafter members 50, 50, 50. The intermediate member 40 includes a hollow pipe 41 and a tension wire 42. The hollow pipe 41 is the same as the hollow pipes 11, 21, 31, and is an iron pipe used in an agricultural greenhouse, and the surface thereof is subjected to rust prevention processing such as galvanization. As the hollow pipe 41, for example, an outer diameter of 19 mm or 22 mm is used. The tension wire 42 is the same as the tension wires 12, 22, and 32, is made of a metal stranded wire, and is inserted into the hollow pipe 41 in a tension state. The tension wire 42 extends outward from both ends of the hollow pipe 41. The extended tension wire 42 is bent downward and hangs down via a pulley (not shown). The lower end of the tension wire 42 is connected to the foundation of the building. The tension wire 42 is wound and wound by a manual hoist (not shown).

垂木部材50は、棟部材10に交差する方向(本実施形態では直交する方向)に延在する部材である。垂木部材50は、母屋部材20、軒先部材30および中間部材40の下側に位置し、各部材20,30,40を支持する。垂木部材50は、緊張状態で設置された緊張ワイヤ51にて構成されている。緊張ワイヤ51は、金属製の撚り線ワイヤからなる。垂木部材50は、両端部が足場2に係止されており、中間部は、棟部材10に架け渡されている。垂木部材50は、手動式のホイスト(図示せず)にて巻き取られて緊張されている。本実施形態では、垂木部材50は、棟部材10および軒先部材30の両端位置と中間位置の三箇所に設けられている。なお、垂木部材50の設置位置および個数は、棟部材10の長さに応じて適宜設定されるものである。棟部材10の長さが短い場合には、垂木部材50は両端位置の二箇所のみに設けられ、棟部材10の長さが長い場合には、両端の垂木部材50,50の間に、複数の垂木部材50が設けられる。棟部材10の両端位置の垂木部材50は、母屋部材20の中空パイプ21の端部に、クリップ等の結合治具を介して緊結されている。棟部材10の中間位置の垂木部材50は、母屋部材20の中空パイプ21には固定されていない。中空パイプ21の中間部が自重で下り、垂木部材50に密着している。垂木部材50が母屋部材20の鉛直荷重を受けている。   The rafter member 50 is a member that extends in a direction intersecting the ridge member 10 (a direction orthogonal in the present embodiment). The rafter member 50 is positioned below the purlin member 20, the eaves member 30, and the intermediate member 40 and supports the members 20, 30, and 40. The rafter member 50 is composed of a tension wire 51 installed in a tensioned state. The tension wire 51 is made of a stranded wire made of metal. Both ends of the rafter member 50 are locked to the scaffold 2, and the intermediate portion is spanned over the ridge member 10. The rafter member 50 is wound and tensioned by a manual hoist (not shown). In the present embodiment, the rafter members 50 are provided at three positions, that is, both end positions and intermediate positions of the ridge member 10 and the eaves end member 30. The installation position and the number of rafter members 50 are appropriately set according to the length of the ridge member 10. When the length of the ridge member 10 is short, the rafter members 50 are provided only at two positions at both end positions. When the length of the ridge member 10 is long, a plurality of rafter members 50 are disposed between the rafter members 50 and 50 at both ends. The rafter member 50 is provided. The rafter members 50 at both ends of the ridge member 10 are fastened to the end of the hollow pipe 21 of the purlin member 20 via a coupling jig such as a clip. The rafter member 50 at the intermediate position of the ridge member 10 is not fixed to the hollow pipe 21 of the purlin member 20. The middle part of the hollow pipe 21 descends by its own weight and is in close contact with the rafter member 50. The rafter member 50 receives the vertical load of the purlin member 20.

ビニールフィルム60は、屋根面を覆う部材である。具体的には、ビニールフィルム60は、母屋部材20、軒先部材30および両端の垂木部材50,50で囲まれた屋根面を覆う。ビニールフィルム60は、農業用ビニール素材(農業用ビニールハウスに用いられるシート状のフィルム)、たとえば農業用のポリオレフィン系フィルム、ポリ塩化ビニル製フィルムまたはフッ素樹脂フィルムからなる。農業用ビニール素材は、前記材質に限定されるものではなく、他の材質であってもよい。ビニールフィルム60は、軽量で柔軟性および耐久性が高く、耐風強度(耐風圧)が高い。ビニールフィルム60は、下地フレームと組み合わさった状態で、最大風速50m/sに対抗可能である。ビニールフィルム60は透明である。なお、ビニールフィルム60は、遮光性を備えた色付きのものであってもよい。ビニールフィルム60は、屋根面の勾配上流側と覆う上側フィルム61と、屋根面の勾配下流側を覆う下側フィルム62とに分割されている。上側フィルム61は、母屋部材20、中間部材40および両端の垂木部材50,50で囲われた部分を覆う。下側フィルム62は、中間部材40、軒先部材30および両端の垂木部材50,50で囲われた部分を覆う。上側フィルム61の下流端と、下側フィルム62の上流端とは、一部が重合している。重合部では、上側フィルム61が下側フィルム62の上側に位置しており、上側フィルム61を流れた雨水が、下側フィルム62の上に流れて、重合部の隙間から内側に浸水しないようになっている。強風時には、上側フィルム61と下側フィルム62との間に隙間が発生して、下側からの空気が外側へ逃げるようになっている。   The vinyl film 60 is a member that covers the roof surface. Specifically, the vinyl film 60 covers the roof surface surrounded by the main building member 20, the eaves edge member 30, and the rafter members 50 and 50 at both ends. The vinyl film 60 is made of an agricultural vinyl material (a sheet-like film used in an agricultural greenhouse), for example, an agricultural polyolefin film, a polyvinyl chloride film, or a fluororesin film. The agricultural vinyl material is not limited to the above material, and may be other materials. The vinyl film 60 is lightweight, has high flexibility and durability, and has high wind resistance (wind pressure resistance). The vinyl film 60 can withstand a maximum wind speed of 50 m / s when combined with the base frame. The vinyl film 60 is transparent. The vinyl film 60 may be colored with a light shielding property. The vinyl film 60 is divided into an upper film 61 that covers the gradient upstream side of the roof surface, and a lower film 62 that covers the gradient downstream side of the roof surface. The upper film 61 covers a portion surrounded by the purlin member 20, the intermediate member 40, and the rafter members 50 and 50 at both ends. The lower film 62 covers a portion surrounded by the intermediate member 40, the eaves member 30, and the rafter members 50 and 50 at both ends. The downstream end of the upper film 61 and the upstream end of the lower film 62 are partially polymerized. In the superposition part, the upper film 61 is located on the upper side of the lower film 62, so that rainwater that has flowed through the upper film 61 flows on the lower film 62 and does not soak inward from the gaps in the superposition part. It has become. During a strong wind, a gap is generated between the upper film 61 and the lower film 62 so that air from the lower side escapes to the outside.

図4の(a)および図3に示すように、ビニールフィルム60は、断面C型の固定部材63を介して、母屋部材20に固定される。固定部材63は、可撓性を有しており、中心角が180度以上の断面円弧形状を呈している。固定部材63の内径は、中空パイプ21の外径と同等である。ビニールフィルム60は、中空パイプ21の上側に敷設されている。固定部材63は、中空パイプ21をビニールフィルム60とともに外側から挟み込む。つまり、ビニールフィルム60は、中空パイプ21と固定部材63とで挟まれて、固定されている。固定部材63は、隣り合う垂木部材50,50間に、所定間隔で三箇所設けられている。なお、固定部材63の個数は、母屋部材20の長さに応じて適宜設定される。なお、図3の左半分は、固定部材63でビニールフィルム60を固定している部分の断面を示し、右半分は、固定部材63のない部分の断面を示している。   As shown in FIGS. 4A and 3, the vinyl film 60 is fixed to the purlin member 20 via a fixing member 63 having a C-shaped cross section. The fixing member 63 is flexible and has a circular arc shape with a central angle of 180 degrees or more. The inner diameter of the fixing member 63 is equal to the outer diameter of the hollow pipe 21. The vinyl film 60 is laid on the upper side of the hollow pipe 21. The fixing member 63 sandwiches the hollow pipe 21 together with the vinyl film 60 from the outside. That is, the vinyl film 60 is fixed by being sandwiched between the hollow pipe 21 and the fixing member 63. Three fixing members 63 are provided at predetermined intervals between the adjacent rafter members 50 and 50. The number of fixing members 63 is appropriately set according to the length of the purlin member 20. 3 shows a cross section of a portion where the vinyl film 60 is fixed by the fixing member 63, and a right half shows a cross section of a portion where the fixing member 63 is not provided.

ビニールフィルム60は、軒先部材30および中間部材40に対しても、図4の(a)と同様に、固定部材63を介して固定される。なお、中間部材40の上では、上側フィルム61と下側フィルム62とが重合しており、上側フィルム61および下側フィルム62の二枚がまとめて、中空パイプ41と固定部材63とで挟まれている。   The vinyl film 60 is also fixed to the eaves member 30 and the intermediate member 40 via the fixing member 63, as in FIG. On the intermediate member 40, the upper film 61 and the lower film 62 are superposed, and the upper film 61 and the lower film 62 are put together and sandwiched between the hollow pipe 41 and the fixing member 63. ing.

ビニールフィルム60を垂木部材50に固定する際には、図4の(b)に示すように、垂木部材50の緊張ワイヤには、短尺の固定用パイプ64が環装されている。固定用パイプ64は、ビニールハウス用の鉄製パイプを所定長さで切断したものであって、固定部材63の長さと略同等か若干長い。固定用パイプ64の外径は、固定部材63の内径と同等である。ビニールフィルム60は、固定用パイプ64の上側に敷設されている。固定部材63は、固定用パイプ64をビニールフィルム60とともに外側から挟み込む。つまり、ビニールフィルム60は、固定用パイプ64と固定部材63とで挟まれて、固定されている。固定部材63と固定用パイプ64は、母屋部材20と中間部材40との間の中間部と、中間部材40と軒先部材30との間の中間部に、それぞれ一つずつ設けられている。   When the vinyl film 60 is fixed to the rafter member 50, as shown in FIG. 4B, a short fixing pipe 64 is wrapped around the tension wire of the rafter member 50. The fixing pipe 64 is obtained by cutting an iron pipe for a greenhouse in a predetermined length, and is approximately equal to or slightly longer than the length of the fixing member 63. The outer diameter of the fixing pipe 64 is equal to the inner diameter of the fixing member 63. The vinyl film 60 is laid on the upper side of the fixing pipe 64. The fixing member 63 sandwiches the fixing pipe 64 together with the vinyl film 60 from the outside. That is, the vinyl film 60 is fixed by being sandwiched between the fixing pipe 64 and the fixing member 63. One fixing member 63 and one fixing pipe 64 are provided in each of an intermediate portion between the purlin member 20 and the intermediate member 40 and an intermediate portion between the intermediate member 40 and the eaves member 30.

図2および図5に示すように、屋根部材70は、棟部材10と母屋部材20との間(ビニールフィルム60が敷設されていない部分)を塞ぐ部材である。屋根部材70は、風圧によって外側に開閉可能である。屋根部材70は、プラスチック等の軽量な樹脂素材にて構成されており、断面が逆V字状の板状を呈している。屋根部材70は、棟部材10の長手方向に分割して複数形成されている。屋根部材70の頂部71は、棟部材10の上部に係止されており、紐72にて棟部材10に縛り付けられている。屋根部材70の頂部71の折り目は、屋根部材70の内面に下側から所定以上の風圧が作用した際に、広がるように構成されている(図5参照)。具体的には、図5の白抜き矢印の方向に風圧が作用して、その上部の屋根部材70が開くと、ドットで示した部分に風抜き孔が形成される。屋根部材70の下端部は、ビニールフィルム60の上端部と重合している。重合部では、屋根部材70が上側フィルム61の上側に位置しており、屋根部材70を流れた雨水が上側フィルム61の上に流れるようになっている。屋根部材70の頂部71には、紐72が貫通する孔(図示せず)が形成されている。   As shown in FIGS. 2 and 5, the roof member 70 is a member that blocks between the ridge member 10 and the purlin member 20 (a portion where the vinyl film 60 is not laid). The roof member 70 can be opened and closed outward by wind pressure. The roof member 70 is made of a lightweight resin material such as plastic, and has a plate shape with an inverted V-shaped cross section. A plurality of roof members 70 are formed by being divided in the longitudinal direction of the ridge member 10. The top portion 71 of the roof member 70 is locked to the upper portion of the ridge member 10 and is tied to the ridge member 10 with a string 72. The fold of the top portion 71 of the roof member 70 is configured to expand when a predetermined or higher wind pressure acts on the inner surface of the roof member 70 from below (see FIG. 5). Specifically, when the wind pressure acts in the direction of the white arrow in FIG. 5 and the roof member 70 at the top thereof is opened, a wind vent hole is formed in a portion indicated by a dot. The lower end portion of the roof member 70 is overlapped with the upper end portion of the vinyl film 60. In the overlapping portion, the roof member 70 is positioned above the upper film 61, and rainwater that has flowed through the roof member 70 flows on the upper film 61. A hole (not shown) through which the string 72 passes is formed in the top 71 of the roof member 70.

図示はしないが、母屋部材20、中間部材40および軒先部材30間に、ビニール素材からなる補強バンドが架け渡されている。補強バンドは、緊張状態でビニールフィルム60を挟むように配置されていて、ビニールフィルム60の風によるバタつきを軽減している。なお、補強バンドの素材は、ビニール素材に限定されるものではなく、ゴム等の弾性部材であってもよい。   Although not shown, a reinforcing band made of a vinyl material is bridged between the purlin member 20, the intermediate member 40, and the eaves member 30. The reinforcing band is arranged so as to sandwich the vinyl film 60 in a tensioned state, and reduces the flutter of the vinyl film 60 due to wind. The material of the reinforcing band is not limited to a vinyl material, and may be an elastic member such as rubber.

次に、前記構成の仮設屋根構造1の構築方法を説明する。図6に示すように、基礎3が構築された後に、基礎3の上に、仮設屋根構造1を設置する。仮設屋根構造1は、傾斜していない平らな状態で敷設する。仮設屋根構造1を敷設するに際しては、まず、棟部材10を設置した上に、垂木部材50,50,50を交差して設置する。その後、垂木部材50,50,50上に、母屋部材20、中間部材40および軒先部材30を設置する。このとき、各部材の両端部は固定せずに、吊り上げ可能な状態としておく。その後、母屋部材20、中間部材40、軒先部材30および垂木部材50上にビニールフィルム60を敷設して固定する。ビニールフィルム60は、勾配方向に弛んだ状態で敷設する。この時点では、ビニールフィルム60は、固定部材63を介して母屋部材20、中間部材40および軒先部材30のみに固定して、垂木部材50には固定しない。   Next, the construction method of the temporary roof structure 1 having the above configuration will be described. As shown in FIG. 6, after the foundation 3 is constructed, the temporary roof structure 1 is installed on the foundation 3. The temporary roof structure 1 is laid in a flat state that is not inclined. When laying the temporary roof structure 1, first, the ridge member 10 is installed, and then the rafter members 50, 50, 50 are installed crossing each other. Thereafter, the purlin member 20, the intermediate member 40 and the eaves member 30 are installed on the rafter members 50, 50, 50. At this time, both ends of each member are not fixed and are in a state capable of being lifted. Thereafter, the vinyl film 60 is laid and fixed on the purlin member 20, the intermediate member 40, the eaves member 30, and the rafter member 50. The vinyl film 60 is laid in a slack state in the gradient direction. At this time, the vinyl film 60 is fixed only to the purlin member 20, the intermediate member 40, and the eaves member 30 through the fixing member 63, and is not fixed to the rafter member 50.

図7に示すように、棟部材10に、縦ワイヤ13aを取り付けて、その上端に水平ロープ14を架け渡す。水平ロープ14の両端を吊り上げて、棟部材10を吊り上げる。このとき、垂木部材50は、棟部材10に係止されて、中央部が吊り上げられる。垂木部材50の両端部は、一定圧で保持しながら、吊り上げられた長さ分、送り出す。垂木部材50の吊り上げに伴って、母屋部材20と中間部材40も持ち上げられる。垂木部材50が所定の勾配に傾斜すると、ビニールフィルム60は、弛みがなくなり、平らに張った状態となる。ここで、固定部材63を介してビニールフィルム60を垂木部材50には固定する。垂木部材50には、予め固定用パイプ64が環装されている。固定用パイプ64を所定の位置(母屋部材20と中間部材40の中間部、および中間部材40と軒先部材30の中間部)に移動させて、ビニールフィルム60の上から固定部材63を固定用パイプ64に装着する。   As shown in FIG. 7, the vertical wire 13a is attached to the ridge member 10, and the horizontal rope 14 is bridged on the upper end. Both ends of the horizontal rope 14 are lifted, and the ridge member 10 is lifted. At this time, the rafter member 50 is locked to the ridge member 10 and the central portion is lifted. Both ends of the rafter member 50 are sent out by the length lifted while being held at a constant pressure. As the rafter member 50 is lifted, the purlin member 20 and the intermediate member 40 are also lifted. When the rafter member 50 is inclined to a predetermined gradient, the vinyl film 60 is not loosened and is in a state of being stretched flat. Here, the vinyl film 60 is fixed to the rafter member 50 via the fixing member 63. The rafter member 50 is provided with a fixing pipe 64 in advance. The fixing pipe 64 is moved to a predetermined position (an intermediate portion between the main building member 20 and the intermediate member 40 and an intermediate portion between the intermediate member 40 and the eaves member 30), and the fixing member 63 is fixed from above the vinyl film 60. Attach to 64.

また、ビニールフィルム60の固定と前後して、屋根部材70を設置する。屋根部材70は、頂部71を棟部材10の上に配置し、下側から紐72を用いて棟部材10に縛り付ける(図2および図5参照)。これにて、仮設屋根構造1の屋根形状が完成する。   Further, the roof member 70 is installed before and after the fixing of the vinyl film 60. The roof member 70 arrange | positions the top part 71 on the ridge member 10, and binds it to the ridge member 10 from the lower side using the string 72 (refer FIG. 2 and FIG. 5). Thereby, the roof shape of the temporary roof structure 1 is completed.

その後、仮設屋根構造1を所定の高さまで吊り上げて、縦ロープ13aの上端に吊ワイヤ13bを挿通させて、吊ワイヤ13bを両側の足場2に接続する(図1参照)。これによって、仮設屋根構造1が足場2に固定されて、仮設屋根構造1の構築が完了する。   Thereafter, the temporary roof structure 1 is lifted to a predetermined height, the suspension wire 13b is inserted into the upper end of the vertical rope 13a, and the suspension wire 13b is connected to the scaffolds 2 on both sides (see FIG. 1). Thus, the temporary roof structure 1 is fixed to the scaffold 2 and the construction of the temporary roof structure 1 is completed.

次に、台風等の強風時に仮設屋根構造1のビニールフィルム60を束ねた状態を説明する。強風になると予想される場合には、図8に示すように、垂木部材50に固定している固定部材を取り外すとともに、母屋部材20および中間部材40の緊張ワイヤ22,42の緊張を解除する。そして、母屋部材20と中間部材40を軒先部材30側へ移動させつつ、ビニールフィルム60を折り畳む。そして、母屋部材20、中間部材40、軒先部材30およびビニールフィルム60を、図示しないゴムバンド等にて束ねるとともに、足場2に固定する。本実施形態によれば、以上のような簡単な作業によって、仮設屋根構造1の台風養生が完了する。また、元の状態に戻すのも容易である。   Next, a state in which the vinyl films 60 of the temporary roof structure 1 are bundled during a strong wind such as a typhoon will be described. When a strong wind is expected, as shown in FIG. 8, the fixing member fixed to the rafter member 50 is removed, and the tension wires 22 and 42 of the purlin member 20 and the intermediate member 40 are released. Then, the vinyl film 60 is folded while the purlin member 20 and the intermediate member 40 are moved toward the eaves member 30 side. The purlin member 20, the intermediate member 40, the eaves member 30, and the vinyl film 60 are bundled with a rubber band (not shown) and fixed to the scaffold 2. According to this embodiment, the typhoon curing of the temporary roof structure 1 is completed by the simple operation as described above. Moreover, it is easy to return to the original state.

本実施形態の仮設屋根構造1によれば、棟部材10(母屋部材20、軒先部材30、中間部材40)の緊張ワイヤ12(22,32,42)が曲げ荷重に対抗するので、中空パイプ11(21,31,41)が座屈し難くなる。したがって、骨組の構造強度を大きくできるとともに、仮設屋根構造1の耐風圧を大きくできる。   According to the temporary roof structure 1 of the present embodiment, the tension wires 12 (22, 32, 42) of the ridge member 10 (the purlin member 20, the eaves member 30, the intermediate member 40) resist the bending load, so that the hollow pipe 11 (21, 31, 41) becomes difficult to buckle. Therefore, the structural strength of the frame can be increased, and the wind pressure resistance of the temporary roof structure 1 can be increased.

また、棟部材10と母屋部材20間には、風圧によって外側に開閉可能な屋根部材70設けられているので、強風時には屋根部材70が開くことで下側からの風を外部に逃がすことができる。したがって、耐風圧をより一層大きくすることができる。なお、屋根部材70が開いたときには、下側から風が吹き出しているので、雨水が建物側に吹き込むことは少ない。   Moreover, since the roof member 70 that can be opened and closed by wind pressure is provided between the ridge member 10 and the purlin member 20, the wind from the lower side can be released to the outside by opening the roof member 70 in a strong wind. . Therefore, the wind resistance can be further increased. When the roof member 70 is opened, wind blows from the lower side, so that rainwater rarely blows into the building side.

さらに、ビニールフィルム60は、農業用のポリオレフィン系フィルム、ポリ塩化ビニル製フィルムまたはフッ素樹脂フィルムからなるので、ビニールフィルム60の延び量が大きく破れにくい。したがって、耐風圧をより一層大きくすることができるとともに、耐久性も高くできる。さらに、風によるバサツキ音の発生を低減させることができる。また、ビニールフィルム60は、上側フィルム61と下側フィルム62とに分割されており、強風時には、上側フィルム61と下側フィルム62との重合部に隙間ができて、風を逃がすことができるので、耐風圧をより一層大きくすることができる。   Furthermore, since the vinyl film 60 is made of an agricultural polyolefin-based film, a polyvinyl chloride film, or a fluororesin film, the amount of the vinyl film 60 that extends is difficult to break. Therefore, wind resistance can be further increased and durability can be increased. In addition, the generation of flapping noise due to wind can be reduced. In addition, the vinyl film 60 is divided into an upper film 61 and a lower film 62, and in strong winds, a gap is formed in the overlapping portion between the upper film 61 and the lower film 62, so that the wind can escape. The wind pressure can be further increased.

また、母屋部材20の中空パイプ21、中間部材40の中空パイプ41、軒先部材30の中空パイプ31および固定用パイプ64は、ビニールハウス用の鉄製パイプが用いられいる。さらに固定部材63もビニールハウス用のものを用いているので、ビニールフィルム60の固定を容易に行うことができる。さらに、固定部材63およびビニールフィルム60の取外しも容易であるので、各部材の再利用を行うことができる。   Further, as the hollow pipe 21 of the purlin member 20, the hollow pipe 41 of the intermediate member 40, the hollow pipe 31 of the eaves member 30, and the fixing pipe 64, iron pipes for greenhouses are used. Furthermore, since the fixing member 63 is also used for a greenhouse, the vinyl film 60 can be easily fixed. Further, since the fixing member 63 and the vinyl film 60 can be easily removed, each member can be reused.

さらに、棟部材10の緊張ワイヤ12は、両端が基礎3に接続された状態で緊張されているので、棟部材10が確実に固定されるので、仮設屋根構造1が吹き上げられるのを防止できる。本実施形態では、母屋部材20の緊張ワイヤ22、軒先部材30の緊張ワイヤ32および中間部材40の緊張ワイヤ42の両端も基礎3に接続されているので、仮設屋根構造1の固定強度をさらに大きくできる。   Furthermore, since the tension wire 12 of the ridge member 10 is tensioned in a state where both ends are connected to the foundation 3, the ridge member 10 is securely fixed, so that the temporary roof structure 1 can be prevented from being blown up. In this embodiment, both ends of the tension wire 22 of the purlin member 20, the tension wire 32 of the eaves member 30, and the tension wire 42 of the intermediate member 40 are also connected to the foundation 3, so that the fixing strength of the temporary roof structure 1 is further increased. it can.

また、垂木部材50の緊張ワイヤの上端部は、上方に引き上げられた棟部材10に係止され、垂木部材50の緊張ワイヤの下端部は、建築物の周囲に形成された足場2に係止されているので、垂木部材50を所望の角度で配置することができる。   Further, the upper end portion of the tension wire of the rafter member 50 is locked to the ridge member 10 pulled upward, and the lower end portion of the tension wire of the rafter member 50 is locked to the scaffold 2 formed around the building. Therefore, the rafter member 50 can be arranged at a desired angle.

以上、本発明を実施するための形態について説明したが、本発明は前記実施の形態に限定されず、本発明の趣旨を逸脱しない範囲で適宜設計変更が可能である。前記実施形態では、ビニールフィルム60は、透明なものを採用したが、色付きのものとしてもよい。このようにすれば、日光を遮断して、熱射病対策を行うことができるとともに、作業環境を向上させることができる。   As mentioned above, although the form for implementing this invention was demonstrated, this invention is not limited to the said embodiment, In the range which does not deviate from the meaning of this invention, a design change is possible suitably. In the said embodiment, although the transparent film was employ | adopted for the vinyl film 60, it is good also as a colored thing. In this way, it is possible to block sunlight and take measures against heat stroke, and improve the working environment.

また、前記実施形態では、母屋部材20の緊張ワイヤ21の両端は基礎3に固定しているが、確実に固定できる場所であれば、他の部分に固定してもよい。たとえば、基礎3に緊結された足場2に、緊張ワイヤ21の両端部を接続してもよい。   Moreover, in the said embodiment, although the both ends of the tension | tensile_strength wire 21 of the purlin member 20 are being fixed to the foundation 3, if it is a place which can be fixed reliably, you may fix to another part. For example, both ends of the tension wire 21 may be connected to the scaffold 2 tightly coupled to the foundation 3.

1 仮設屋根構造
2 足場
3 基礎
10 棟部材
11 中空パイプ
12 緊張ワイヤ
20 母屋部材
21 中空パイプ
22 緊張ワイヤ
30 軒先部材
31 中空パイプ
32 緊張ワイヤ
40 中間部材
41 中空パイプ
42 緊張ワイヤ
50 垂木部材
51 緊張ワイヤ
60 ビニールフィルム
63 固定部材
64 固定用パイプ
70 屋根部材
DESCRIPTION OF SYMBOLS 1 Temporary roof structure 2 Scaffolding 3 Foundation 10 Building member 11 Hollow pipe 12 Tension wire 20 Purlin member 21 Hollow pipe 22 Tension wire 30 Eaves member 31 Hollow pipe 32 Tension wire 40 Intermediate member 41 Hollow pipe 42 Tension wire 50 Rafter member 51 Tension wire 60 Vinyl film 63 Fixing member 64 Fixing pipe 70 Roof member

Claims (6)

施工中の建築物の上方に設置される切り妻形状の仮設屋根構造であって、
棟部材と、当該棟部材に沿って前記棟部材の側部に配置される母屋部材と、当該母屋部材に沿って軒先側に配置される軒先部材と、前記棟部材に交差する方向に延在する垂木部材と、屋根面を覆うビニールフィルムとを備えており、
前記棟部材は、前記建築物の周囲に設けられた足場から吊り下げられ、
前記棟部材、前記母屋部材および前記軒先部材は、中空パイプと、当該中空パイプの中に緊張状態で挿入された緊張ワイヤとを備えており、
前記垂木部材は、緊張状態で設置された緊張ワイヤにて構成されている
ことを特徴とする仮設屋根構造。
It is a gable-shaped temporary roof structure installed above the building under construction,
A ridge member, a purlin member disposed on the side of the ridge member along the ridge member, an eaves member disposed on the eaves side along the purlin member, and extending in a direction intersecting the ridge member A rafter member and a vinyl film covering the roof surface,
The ridge member is suspended from a scaffold provided around the building,
The ridge member, the purlin member and the eaves member include a hollow pipe and a tension wire inserted in a tension state in the hollow pipe,
The rafter member is composed of a tension wire installed in a tensioned state.
前記棟部材と前記母屋部材間には、風圧によって外側に開閉可能な屋根部材が設けられている
ことを特徴とする請求項1に記載の仮設屋根構造。
The temporary roof structure according to claim 1, wherein a roof member that can be opened and closed by wind pressure is provided between the ridge member and the purlin member.
前記ビニールフィルムは、農業用ビニール素材からなる
ことを特徴とする請求項1または請求項2に記載の仮設屋根構造。
The temporary roof structure according to claim 1, wherein the vinyl film is made of an agricultural vinyl material.
前記垂木部材の前記緊張ワイヤには、短尺の固定用パイプが環装されており、
前記ビニールフィルムは、前記固定用パイプを囲う断面C型の固定部材と、前記中空パイプまたは前記固定用パイプの外周面とで挟まれることで、固定されている
ことを特徴とする請求項3に記載の仮設屋根構造。
The tension wire of the rafter member is provided with a short fixing pipe,
The vinyl film is fixed by being sandwiched between a fixing member having a C-shaped cross section surrounding the fixing pipe and an outer peripheral surface of the hollow pipe or the fixing pipe. The temporary roof structure as described.
前記棟部材の前記緊張ワイヤは、両端が基礎に接続された状態で緊張されている
ことを特徴とする請求項1乃至請求項4のいずれか1項に記載の仮設屋根構造。
The temporary roof structure according to any one of claims 1 to 4, wherein the tension wire of the ridge member is tensioned with both ends connected to a foundation.
前記垂木部材の前記緊張ワイヤの上端部は、上方に引き上げられた前記棟部材に係止され、
前記垂木部材の前記緊張ワイヤの下端部は、前記建築物の周囲に形成された足場に係止されている
ことを特徴とする請求項1乃至請求項5のいずれか1項に記載の仮設屋根構造。
The upper end portion of the tension wire of the rafter member is locked to the ridge member pulled upward,
The temporary roof according to any one of claims 1 to 5, wherein a lower end portion of the tension wire of the rafter member is locked to a scaffold formed around the building. Construction.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6995276B1 (en) 2021-05-13 2022-01-14 東阪工業株式会社 Temporary passage

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS638343U (en) * 1986-07-01 1988-01-20
JP2009068288A (en) * 2007-09-14 2009-04-02 Sekisui House Ltd Curing system for use in wet weather
JP2013036306A (en) * 2011-08-04 2013-02-21 Takahashi Kanri:Kk Sheet roof for construction
JP2013087613A (en) * 2011-10-13 2013-05-13 Takahashi Kanri:Kk (rope winding type) sheet roof for construction work

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS638343U (en) * 1986-07-01 1988-01-20
JP2009068288A (en) * 2007-09-14 2009-04-02 Sekisui House Ltd Curing system for use in wet weather
JP2013036306A (en) * 2011-08-04 2013-02-21 Takahashi Kanri:Kk Sheet roof for construction
JP2013087613A (en) * 2011-10-13 2013-05-13 Takahashi Kanri:Kk (rope winding type) sheet roof for construction work

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6995276B1 (en) 2021-05-13 2022-01-14 東阪工業株式会社 Temporary passage
JP2022175402A (en) * 2021-05-13 2022-11-25 東阪工業株式会社 Temporary passage

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