A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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
【課題】建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。【解決手段】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１であって、棟部材１０と、当該棟部材１０に沿って棟部材１０の側部に配置される母屋部材２０と、当該母屋部材２０に沿って軒先側に配置される軒先部材３０と、棟部材１０に交差する方向に延在する垂木部材５０と、屋根面を覆うビニールフィルム６０とを備えている。棟部材１０は、建築物の周囲に設けられた足場２から吊り下げられ、棟部材１０、母屋部材２０および軒先部材３０は、中空パイプ１１，２１，３１と、当該中空パイプ１１，２１，３１の中に緊張状態で挿入された緊張ワイヤ１２，２２，３２とを備えており、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。【選択図】図２
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
【課題】建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。【解決手段】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１であって、棟部材１０と、当該棟部材１０に沿って棟部材１０の側部に配置される母屋部材２０と、当該母屋部材２０に沿って軒先側に配置される軒先部材３０と、棟部材１０に交差する方向に延在する垂木部材５０と、屋根面を覆うビニールフィルム６０とを備えている。棟部材１０は、建築物の周囲に設けられた足場２から吊り下げられ、棟部材１０、母屋部材２０および軒先部材３０は、中空パイプ１１，２１，３１と、当該中空パイプ１１，２１，３１の中に緊張状態で挿入された緊張ワイヤ１２，２２，３２とを備えており、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。【選択図】図２
TEMPORARY ROOF STRUCTURE
仮設屋根構造
OGATA MAKOTO (author)
2018-06-21
Patent
Electronic Resource
Japanese