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The invention relates to the field of steel beam installation, in particular to a super high-rise steel beam installation method. The super high-rise steel beam installation method comprises the stepsthat a fixed plate is pre-embedded on a concrete wall; a triangular positioning plate is welded to the fixed plate; a frame beam between outer frame columns is installed on the opposite side of the concrete wall; connecting plates are installed at the left end and the right end of a steel beam separately, and a first positioning plate is installed at one end of the steel beam; and the first positioning plate is directly in lap joint to the frame beam, and the left end of the steel beam is directly placed on the triangular positioning plate, then the connecting plate at the left end of the steel beam is fixed to the fixing plate by welding, the connecting plate at the right end of the steel beam is fixedly connected to the frame beam by high-strength bolts, and the installation of the steel beam is completed. The safety risk of construction personnel is reduced, and the installation efficiency of the steel beam is improved.
本发明涉及钢梁安装领域,尤其是一种超高层钢梁安装方法,混凝土墙上预埋固定板;在固定板上焊接三角定位板;在混凝土墙的对面安装外框柱之间的框梁;钢梁的左右两端分别安装连接板,在钢梁的一端安装第一定位板;第一定位板直接搭接在框梁上,钢梁左端直接放在三角定位板上,然后将钢梁左端的连接板与固定板焊接固定,钢梁右端的连接板通过高强螺栓与框梁固定连接,钢梁安装完成。本发明降低了施工人员的安全风险,提高了钢梁的安装效率。
The invention relates to the field of steel beam installation, in particular to a super high-rise steel beam installation method. The super high-rise steel beam installation method comprises the stepsthat a fixed plate is pre-embedded on a concrete wall; a triangular positioning plate is welded to the fixed plate; a frame beam between outer frame columns is installed on the opposite side of the concrete wall; connecting plates are installed at the left end and the right end of a steel beam separately, and a first positioning plate is installed at one end of the steel beam; and the first positioning plate is directly in lap joint to the frame beam, and the left end of the steel beam is directly placed on the triangular positioning plate, then the connecting plate at the left end of the steel beam is fixed to the fixing plate by welding, the connecting plate at the right end of the steel beam is fixedly connected to the frame beam by high-strength bolts, and the installation of the steel beam is completed. The safety risk of construction personnel is reduced, and the installation efficiency of the steel beam is improved.
本发明涉及钢梁安装领域,尤其是一种超高层钢梁安装方法,混凝土墙上预埋固定板;在固定板上焊接三角定位板;在混凝土墙的对面安装外框柱之间的框梁;钢梁的左右两端分别安装连接板,在钢梁的一端安装第一定位板;第一定位板直接搭接在框梁上,钢梁左端直接放在三角定位板上,然后将钢梁左端的连接板与固定板焊接固定,钢梁右端的连接板通过高强螺栓与框梁固定连接,钢梁安装完成。本发明降低了施工人员的安全风险,提高了钢梁的安装效率。
Super high-rise steel beam installation method
超高层钢梁安装方法
2020-06-16
Patent
Electronic Resource
Chinese
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