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Construction method of high-altitude overhang superposition type steel truss bearing platform
The invention discloses a construction method of a high-altitude overhang superposition type steel truss bearing platform. The construction method mainly comprises pre-embedding screw related members, locating hanging piles of a steel truss, mounting a detachable ballast plate, an additional ballast plate, a guide rail, an upper steel truss and a stay cable, and setting up a support system of a scaffold. The overhang construction bearing platform is higher in safety factor of a bearing system, and more conveniently to assemble and disassemble, the steel truss fully overcome detects of insufficient overhanging span of traditional I-steel, and the security of constructed structure can be greatly raised.
Construction method of high-altitude overhang superposition type steel truss bearing platform
The invention discloses a construction method of a high-altitude overhang superposition type steel truss bearing platform. The construction method mainly comprises pre-embedding screw related members, locating hanging piles of a steel truss, mounting a detachable ballast plate, an additional ballast plate, a guide rail, an upper steel truss and a stay cable, and setting up a support system of a scaffold. The overhang construction bearing platform is higher in safety factor of a bearing system, and more conveniently to assemble and disassemble, the steel truss fully overcome detects of insufficient overhanging span of traditional I-steel, and the security of constructed structure can be greatly raised.
Construction method of high-altitude overhang superposition type steel truss bearing platform
WANG XINQUAN (Autor:in)
21.10.2015
Patent
Elektronische Ressource
Englisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Construction method for high-altitude sliding type truss platform
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