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A platform for research: civil engineering, architecture and urbanism
Steel platform height difference adjusting method
The invention discloses a steel platform height difference adjusting method. The technical problem that in the prior art, after a steel structure building body is constructed and a steel structure floor slab platform support is dismantled, a petal platform plate has height difference is solved. The method comprises the following steps: step 1, marking a height difference to-be-adjusted area of a petal platform plate; 2, a height difference adjusting tool is arranged in a height difference to-be-adjusted area of the petal platform plate; 3, petal platform plates and secondary beams are cut; step 4, elevation adjustment and measurement; 5, welding the secondary beam and the steel plate; and step 6, retesting. The method is scientific and reasonable in design, the height difference of the steel platform can be effectively corrected after a steel structure building main body is constructed and a steel structure floor platform support is dismantled, the maximum height difference of the platform can be controlled within +/-3 cm, and the structural quality of the steel platform is guaranteed.
本发明公开一种钢平台高差调节方法，解决现有技术钢结构建筑主体施工完毕并拆除钢结构楼板平台支撑后花瓣平台板存在高差的技术问题。本发明包括以下步骤：步骤1、标示出花瓣平台板高差待调节区域；步骤2、在花瓣平台板高差待调节区域设置高差调节工装；步骤3、花瓣平台板及次梁切割；步骤4、标高调整并测量；步骤5、焊接次梁及钢板；步骤6、复测。本发明设计科学合理，在钢结构建筑主体施工完毕并拆除钢结构楼板平台支撑后能够有效调正钢平台高差，并且能够控制平台最大高低差在±3cm内，保证钢平台结构品质。
Steel platform height difference adjusting method
The invention discloses a steel platform height difference adjusting method. The technical problem that in the prior art, after a steel structure building body is constructed and a steel structure floor slab platform support is dismantled, a petal platform plate has height difference is solved. The method comprises the following steps: step 1, marking a height difference to-be-adjusted area of a petal platform plate; 2, a height difference adjusting tool is arranged in a height difference to-be-adjusted area of the petal platform plate; 3, petal platform plates and secondary beams are cut; step 4, elevation adjustment and measurement; 5, welding the secondary beam and the steel plate; and step 6, retesting. The method is scientific and reasonable in design, the height difference of the steel platform can be effectively corrected after a steel structure building main body is constructed and a steel structure floor platform support is dismantled, the maximum height difference of the platform can be controlled within +/-3 cm, and the structural quality of the steel platform is guaranteed.
本发明公开一种钢平台高差调节方法，解决现有技术钢结构建筑主体施工完毕并拆除钢结构楼板平台支撑后花瓣平台板存在高差的技术问题。本发明包括以下步骤：步骤1、标示出花瓣平台板高差待调节区域；步骤2、在花瓣平台板高差待调节区域设置高差调节工装；步骤3、花瓣平台板及次梁切割；步骤4、标高调整并测量；步骤5、焊接次梁及钢板；步骤6、复测。本发明设计科学合理，在钢结构建筑主体施工完毕并拆除钢结构楼板平台支撑后能够有效调正钢平台高差，并且能够控制平台最大高低差在±3cm内，保证钢平台结构品质。
Steel platform height difference adjusting method
一种钢平台高差调节方法
ZHANG HAICHUAN (author) / JIANG YOURONG (author) / LUO JIE (author) / WANG YONGJING (author) / FU HANG (author)
2023-08-25
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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