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CONSTRUCTION METHOD OF SUSPENSION ROOF FRAME
PROBLEM TO BE SOLVED: To provide a construction method of a suspension roof frame that enables a suspension roof frame to be assembled at high accuracy.SOLUTION: A suspension roof frame 1 includes a plurality of outer peripheral columns 20, an outer peripheral beam 33 connecting the outer peripheral columns 20 to each other, a truss beam 31 disposed in a square frame form when seen in a planar view, and a connection member 34 connecting the outer peripheral column 20 with the truss beam 31. A construction method of the suspension roof frame includes: steps S11 to S13 for erecting the outer peripheral column 20 and then connecting the outer peripheral column 20 with the outer peripheral beam 33 in the air; a step S21 for installing a truss beam receiving bent 42 and placing a truss beam connection part 314 that is a part of the truss beam 31 on the truss beam receiving bent 42; steps S22, S23 for spanning the connection member 34 between the outer peripheral column 20 and the truss beam connection part 314; and steps S31, S32 for assembling the truss beam 31 in the air.SELECTED DRAWING: Figure 12
【課題】吊り屋根架構を高精度で組み立てることができる吊り屋根架構の構築方法を提供すること。【解決手段】吊り屋根架構1は、複数の外周柱20と、外周柱20同士を連結する外周梁33と、平面視で四角形枠状に配設されたトラス梁31と、外周柱20とトラス梁31とを連結する連結部材34と、を備える。吊り屋根架構の構築方法は、外周柱20を建て込んで、その後、外周柱20と外周梁33とを空中で接合するステップS11〜S13と、トラス梁受けベント42を設置して、トラス梁受けベント42上にトラス梁31の一部であるトラス梁仕口部314を配置するステップS21と、連結部材34を外周柱20とトラス梁仕口部314との間に架設するステップS22、S23と、トラス梁31を空中で組み立てるステップS31、S32と、を備える。【選択図】図12
CONSTRUCTION METHOD OF SUSPENSION ROOF FRAME
PROBLEM TO BE SOLVED: To provide a construction method of a suspension roof frame that enables a suspension roof frame to be assembled at high accuracy.SOLUTION: A suspension roof frame 1 includes a plurality of outer peripheral columns 20, an outer peripheral beam 33 connecting the outer peripheral columns 20 to each other, a truss beam 31 disposed in a square frame form when seen in a planar view, and a connection member 34 connecting the outer peripheral column 20 with the truss beam 31. A construction method of the suspension roof frame includes: steps S11 to S13 for erecting the outer peripheral column 20 and then connecting the outer peripheral column 20 with the outer peripheral beam 33 in the air; a step S21 for installing a truss beam receiving bent 42 and placing a truss beam connection part 314 that is a part of the truss beam 31 on the truss beam receiving bent 42; steps S22, S23 for spanning the connection member 34 between the outer peripheral column 20 and the truss beam connection part 314; and steps S31, S32 for assembling the truss beam 31 in the air.SELECTED DRAWING: Figure 12
【課題】吊り屋根架構を高精度で組み立てることができる吊り屋根架構の構築方法を提供すること。【解決手段】吊り屋根架構1は、複数の外周柱20と、外周柱20同士を連結する外周梁33と、平面視で四角形枠状に配設されたトラス梁31と、外周柱20とトラス梁31とを連結する連結部材34と、を備える。吊り屋根架構の構築方法は、外周柱20を建て込んで、その後、外周柱20と外周梁33とを空中で接合するステップS11〜S13と、トラス梁受けベント42を設置して、トラス梁受けベント42上にトラス梁31の一部であるトラス梁仕口部314を配置するステップS21と、連結部材34を外周柱20とトラス梁仕口部314との間に架設するステップS22、S23と、トラス梁31を空中で組み立てるステップS31、S32と、を備える。【選択図】図12
CONSTRUCTION METHOD OF SUSPENSION ROOF FRAME
吊り屋根架構の構築方法
KAWAGUCHI MOTOKI (author) / TANAKA RYUICHI (author)
2017-10-05
Patent
Electronic Resource
Japanese
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