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OVERHANG PLATFORM OF TEMPORARY SCAFFOLD
PROBLEM TO BE SOLVED: To easily unload a long size material to this work space, by providing the work space being wide (long in the length of the side paralleled to a structure) in the floor area in a high position, in a large-sized temporary scaffold such as being installed by drawing near to the structure on the outside or the inside of the structure such as a high-rise building.SOLUTION: An overhang platform comprises a pair of front-rear beam members 8 for connecting mutual columns 5a in a state of sandwiching these column front face and column rear face to a plurality of mutually separately erected columns 5a, a plurality of floor joist members 9 joined to an upper part of both front-rear beam members 8 in the crossing direction to the longitudinal direction of the beam members 8, put in a projection state of turning to at least one of the front or the rear and arranged in a plurality of places between the columns 5a for extending the beam members 8 and a floorboard 10 laid over on the plurality of floor joist members 9.SELECTED DRAWING: Figure 1
【課題】高層建物等の構築物の外部又は内部で、構築物に寄り添わせて設置するような大型の仮設足場において、高所位置で床面積の広い(構築物に平行させる辺の長さが長い)作業スペースを設けることができ、またこの作業スペースに対して長尺物などの荷上げが容易に行えるようにする。【解決手段】互いに離反して立てられる複数本の支柱5aに対してそれらの柱前面及び柱後面を挟持した状態で支柱5a相互を連結する前後一対の梁部材8と、梁部材8の長手方向に交差する向きで前後の両梁部材8上部に結合されると共に前方又は後方の少なくとも一方へ向けた突出状態とされ且つ梁部材8が架け渡される支柱5a間の複数箇所に配置される複数本の根太部材9と、複数本の根太部材9上に渡って載設される床板10とを有している。【選択図】図1
OVERHANG PLATFORM OF TEMPORARY SCAFFOLD
PROBLEM TO BE SOLVED: To easily unload a long size material to this work space, by providing the work space being wide (long in the length of the side paralleled to a structure) in the floor area in a high position, in a large-sized temporary scaffold such as being installed by drawing near to the structure on the outside or the inside of the structure such as a high-rise building.SOLUTION: An overhang platform comprises a pair of front-rear beam members 8 for connecting mutual columns 5a in a state of sandwiching these column front face and column rear face to a plurality of mutually separately erected columns 5a, a plurality of floor joist members 9 joined to an upper part of both front-rear beam members 8 in the crossing direction to the longitudinal direction of the beam members 8, put in a projection state of turning to at least one of the front or the rear and arranged in a plurality of places between the columns 5a for extending the beam members 8 and a floorboard 10 laid over on the plurality of floor joist members 9.SELECTED DRAWING: Figure 1
【課題】高層建物等の構築物の外部又は内部で、構築物に寄り添わせて設置するような大型の仮設足場において、高所位置で床面積の広い(構築物に平行させる辺の長さが長い)作業スペースを設けることができ、またこの作業スペースに対して長尺物などの荷上げが容易に行えるようにする。【解決手段】互いに離反して立てられる複数本の支柱5aに対してそれらの柱前面及び柱後面を挟持した状態で支柱5a相互を連結する前後一対の梁部材8と、梁部材8の長手方向に交差する向きで前後の両梁部材8上部に結合されると共に前方又は後方の少なくとも一方へ向けた突出状態とされ且つ梁部材8が架け渡される支柱5a間の複数箇所に配置される複数本の根太部材9と、複数本の根太部材9上に渡って載設される床板10とを有している。【選択図】図1
OVERHANG PLATFORM OF TEMPORARY SCAFFOLD
仮設足場の張出プラットフォーム
FUKADA AKIHIRO (author)
2017-05-25
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
PIER TEMPORARY SHOE STRUCTURE AND OVERHANG CONSTRUCTION METHOD USING PIER TEMPORARY SHOE
European Patent Office | 2017
|European Patent Office | 2022
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