A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Steel structure roof tile reverse hanging construction method
The invention relates to a steel structure roof tile reverse hanging construction method. The method comprises the steps that S1, a roof ceiling plate is pressed and formed in a plant; S2, a suspension cage is manufactured; S3, roof purlins are installed; S4, during construction, the special suspension cage is locked on the installed purlines; S5, constructors stay in the cages, ground personnel pull hoisting bottom plates to the installation height through fixed pulley ropes, and cage personnel fix the roof bottom plates to the purlines; and S6, construction of the roof ceiling plate is completed in a sliding mode and so on. According to the lifting cage and the operation method thereof, the problem that steel structure roof tiles can be reversely lifted under the condition that a light steel structure industrial factory building does not have a portal crane is solved, and compared with a traditional construction mode that scaffolds are erected and scaffolds are fully laid on the bottom face, the construction period is greatly shortened, and the economic cost is reduced.
本发明是一种钢结构屋面瓦反吊施工方法，包括步骤1、屋面吊顶板在厂房内压制成型；步骤2、制作吊笼；步骤3、屋面檩条安装完成；步骤4、施工时将专用吊笼锁扣在安装完成的檩条上；步骤5：施工人员在吊笼内，再由地面人员将吊装底板通过定滑轮绳拉至安装高度，再由吊笼人员将屋面底板固定在檩条上；步骤6、通过滑行的方式以此类推完成屋面吊顶板的施工。本发明通过吊笼及其作业方法，解决轻型钢结构工业厂房在没有桥门式起重机的情况下就能施工钢结构屋面瓦反吊，相比传统搭设脚手架及底面满铺搭设脚手架的施工方式，大大的缩短了施工工期，降低了经济成本。
Steel structure roof tile reverse hanging construction method
The invention relates to a steel structure roof tile reverse hanging construction method. The method comprises the steps that S1, a roof ceiling plate is pressed and formed in a plant; S2, a suspension cage is manufactured; S3, roof purlins are installed; S4, during construction, the special suspension cage is locked on the installed purlines; S5, constructors stay in the cages, ground personnel pull hoisting bottom plates to the installation height through fixed pulley ropes, and cage personnel fix the roof bottom plates to the purlines; and S6, construction of the roof ceiling plate is completed in a sliding mode and so on. According to the lifting cage and the operation method thereof, the problem that steel structure roof tiles can be reversely lifted under the condition that a light steel structure industrial factory building does not have a portal crane is solved, and compared with a traditional construction mode that scaffolds are erected and scaffolds are fully laid on the bottom face, the construction period is greatly shortened, and the economic cost is reduced.
本发明是一种钢结构屋面瓦反吊施工方法，包括步骤1、屋面吊顶板在厂房内压制成型；步骤2、制作吊笼；步骤3、屋面檩条安装完成；步骤4、施工时将专用吊笼锁扣在安装完成的檩条上；步骤5：施工人员在吊笼内，再由地面人员将吊装底板通过定滑轮绳拉至安装高度，再由吊笼人员将屋面底板固定在檩条上；步骤6、通过滑行的方式以此类推完成屋面吊顶板的施工。本发明通过吊笼及其作业方法，解决轻型钢结构工业厂房在没有桥门式起重机的情况下就能施工钢结构屋面瓦反吊，相比传统搭设脚手架及底面满铺搭设脚手架的施工方式，大大的缩短了施工工期，降低了经济成本。
Steel structure roof tile reverse hanging construction method
钢结构屋面瓦反吊施工方法
LIU BIN (author) / YAN XIANLIANG (author) / YANG ZHEN (author)
2021-12-17
Patent
Electronic Resource
Chinese
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