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Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof
The invention discloses a modular suspension type steel tube fastener scaffold operating platform and an erecting method thereof. The operating platform comprises roof truss girder web members, a plurality of hanging bracket module units which are suspended on every two adjacent roof truss girder web members every other roof truss girder web member in the direction perpendicular to the horizontal direction of a roof truss girder along the roof truss girder in a longitudinally continuous mode, a safe net spread on the multiple hanging bracket module units, a springboard and an anti-falling iron sheet, wherein every two adjacent horizontal hanging bracket module units are connected and fixed through steel tube fasteners to form the whole operating platform. The erecting method comprises the steps of ground hanging bracket module unit preassembly and hoisting, high-altitude connection and pairing and overall complementary laying. A roof truss structure is adopted for reverse hanging and load bearing, the erecting height of the hanging bracket module units to the operation surface is directly set to be one step, the platform is arranged easily and directly, installation and usage of a large number of steel tube components are avoided, transfer tool renting cost and assembly and disassembly labor cost are reduced, and the method is suitable for erecting of frame platforms during large-area high-altitude steel truss roof system construction.
Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof
The invention discloses a modular suspension type steel tube fastener scaffold operating platform and an erecting method thereof. The operating platform comprises roof truss girder web members, a plurality of hanging bracket module units which are suspended on every two adjacent roof truss girder web members every other roof truss girder web member in the direction perpendicular to the horizontal direction of a roof truss girder along the roof truss girder in a longitudinally continuous mode, a safe net spread on the multiple hanging bracket module units, a springboard and an anti-falling iron sheet, wherein every two adjacent horizontal hanging bracket module units are connected and fixed through steel tube fasteners to form the whole operating platform. The erecting method comprises the steps of ground hanging bracket module unit preassembly and hoisting, high-altitude connection and pairing and overall complementary laying. A roof truss structure is adopted for reverse hanging and load bearing, the erecting height of the hanging bracket module units to the operation surface is directly set to be one step, the platform is arranged easily and directly, installation and usage of a large number of steel tube components are avoided, transfer tool renting cost and assembly and disassembly labor cost are reduced, and the method is suitable for erecting of frame platforms during large-area high-altitude steel truss roof system construction.
Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof
ZHANG QIANG (Autor:in) / LI HONGJIE (Autor:in) / LIU XU (Autor:in) / WANG ZHIQIANG (Autor:in) / DING QIYU (Autor:in)
03.02.2016
Patent
Elektronische Ressource
Englisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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