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Method for adjusting position deviation in steel structure lifting process
The invention relates to the technical field of steel structure construction, and discloses a method for adjusting position deviation in a steel structure lifting process, which comprises the following specific steps: step 1, lifting inspection: before the steel truss to be mounted is lifted, firstly inspecting an interface of the steel truss to be mounted, and then inspecting an interface of the mounted steel truss; 2, an adjusting puller is installed, specifically, the adjusting puller is installed at the bottom of the steel truss to be installed, four pull ropes extending downwards from the adjusting puller are long enough, and the tail ends of the four pull ropes are held by four constructors; and thirdly, the steel truss is lifted, and after inspection and installation are completed, the connector of the to-be-installed steel truss is aligned with the connector of the installed steel truss. According to the method for adjusting the position deviation in the steel structure lifting process, the position of the steel truss can be conveniently adjusted in multiple directions, the steel structure lifting and butt joint efficiency is improved, and smooth steel structure construction is ensured.
本发明涉及钢结构施工技术领域,且公开了一种钢结构提升过程中调整位置偏移的方法,具体步骤如下:步骤一:提升检查,在提升待钢桁架前,先对待安装钢桁架的接口进行检查,然后对已安装钢桁架的接口进行检查;步骤二:安装调整拉器,在待安装钢桁架的底部安装有调整拉器,调整拉器下延的四个拉绳长度足够长,四个拉绳的末端分别通过四个施工人员手持;步骤三:提升钢桁架,待检查和安装完成后,使得待安装钢桁架的接口与已安装钢桁架的接口对齐。该钢结构提升过程中调整位置偏移的方法,便于多向调节钢桁架的位置,使得钢结构提升对接的效率得到提高,确保了钢结构施工的顺利进行。
Method for adjusting position deviation in steel structure lifting process
The invention relates to the technical field of steel structure construction, and discloses a method for adjusting position deviation in a steel structure lifting process, which comprises the following specific steps: step 1, lifting inspection: before the steel truss to be mounted is lifted, firstly inspecting an interface of the steel truss to be mounted, and then inspecting an interface of the mounted steel truss; 2, an adjusting puller is installed, specifically, the adjusting puller is installed at the bottom of the steel truss to be installed, four pull ropes extending downwards from the adjusting puller are long enough, and the tail ends of the four pull ropes are held by four constructors; and thirdly, the steel truss is lifted, and after inspection and installation are completed, the connector of the to-be-installed steel truss is aligned with the connector of the installed steel truss. According to the method for adjusting the position deviation in the steel structure lifting process, the position of the steel truss can be conveniently adjusted in multiple directions, the steel structure lifting and butt joint efficiency is improved, and smooth steel structure construction is ensured.
本发明涉及钢结构施工技术领域,且公开了一种钢结构提升过程中调整位置偏移的方法,具体步骤如下:步骤一:提升检查,在提升待钢桁架前,先对待安装钢桁架的接口进行检查,然后对已安装钢桁架的接口进行检查;步骤二:安装调整拉器,在待安装钢桁架的底部安装有调整拉器,调整拉器下延的四个拉绳长度足够长,四个拉绳的末端分别通过四个施工人员手持;步骤三:提升钢桁架,待检查和安装完成后,使得待安装钢桁架的接口与已安装钢桁架的接口对齐。该钢结构提升过程中调整位置偏移的方法,便于多向调节钢桁架的位置,使得钢结构提升对接的效率得到提高,确保了钢结构施工的顺利进行。
Method for adjusting position deviation in steel structure lifting process
一种钢结构提升过程中调整位置偏移的方法
CAO YANBING (Autor:in)
20.05.2022
Patent
Elektronische Ressource
Chinesisch
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