A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Building cantilever platform prestressed steel pull rod and construction method thereof
The invention relates to the technical field of buildings, and discloses a building overhanging platform prestressed steel pull rod and a construction method thereof.The building overhanging platform prestressed steel pull rod comprises a plurality of steel pull rod segments which are sequentially arranged in a linear mode; internal threads are arranged at the two ends in the sleeve respectively, and the two ends of the two adjacent steel pull rod sections are installed in the internal threads respectively; a first fastening nut structure is installed at the end of the steel pull rod section on the edge of the straight line, a second fastening nut structure is installed at the end of at least one steel pull rod section in the middle of the straight line, and the second fastening nut structure and the sleeve are installed in an attached mode. According to the building cantilever platform prestressed steel pull rod and the construction method thereof, the residual tension of a cantilever platform load on a concrete structure can be counteracted, the situation that concrete cracks due to tension is avoided to the maximum extent, and structural construction safety is guaranteed.
本发明涉及建筑技术领域，公开了一种建筑悬挑平台预应力钢拉杆及其施工方法，包括：钢拉杆分段，所述钢拉杆分段依次呈直线设置有多个；套筒，所述套筒内的两端分别设置有内螺纹，相邻所述两个钢拉杆分段的两端分别安装在所述内螺纹内；直线边缘的所述钢拉杆分段的端部安装有第一紧固螺母结构，直线中部的至少一个所述钢拉杆分段的端部安装有第二紧固螺母结构，所述第二紧固螺母结构与所述套筒贴合安装。本发明的建筑悬挑平台预应力钢拉杆及其施工方法能够抵消悬挑平台荷载对混凝土结构的剩余拉力，最大程度上避免了混凝土因受拉而开裂的情况，保证结构施工安全。
Building cantilever platform prestressed steel pull rod and construction method thereof
The invention relates to the technical field of buildings, and discloses a building overhanging platform prestressed steel pull rod and a construction method thereof.The building overhanging platform prestressed steel pull rod comprises a plurality of steel pull rod segments which are sequentially arranged in a linear mode; internal threads are arranged at the two ends in the sleeve respectively, and the two ends of the two adjacent steel pull rod sections are installed in the internal threads respectively; a first fastening nut structure is installed at the end of the steel pull rod section on the edge of the straight line, a second fastening nut structure is installed at the end of at least one steel pull rod section in the middle of the straight line, and the second fastening nut structure and the sleeve are installed in an attached mode. According to the building cantilever platform prestressed steel pull rod and the construction method thereof, the residual tension of a cantilever platform load on a concrete structure can be counteracted, the situation that concrete cracks due to tension is avoided to the maximum extent, and structural construction safety is guaranteed.
本发明涉及建筑技术领域，公开了一种建筑悬挑平台预应力钢拉杆及其施工方法，包括：钢拉杆分段，所述钢拉杆分段依次呈直线设置有多个；套筒，所述套筒内的两端分别设置有内螺纹，相邻所述两个钢拉杆分段的两端分别安装在所述内螺纹内；直线边缘的所述钢拉杆分段的端部安装有第一紧固螺母结构，直线中部的至少一个所述钢拉杆分段的端部安装有第二紧固螺母结构，所述第二紧固螺母结构与所述套筒贴合安装。本发明的建筑悬挑平台预应力钢拉杆及其施工方法能够抵消悬挑平台荷载对混凝土结构的剩余拉力，最大程度上避免了混凝土因受拉而开裂的情况，保证结构施工安全。
Building cantilever platform prestressed steel pull rod and construction method thereof
建筑悬挑平台预应力钢拉杆及其施工方法
KUANG XIQI (author) / LI JIAQI (author) / LI RIRONG (author) / GUO JUNCAI (author) / CHEN ZHIBIAO (author) / ZHOU QIN (author) / YU SONGCHENG (author) / LIU SHENGFEN (author) / DANG ZONGQING (author) / ZHAO XUEBING (author)
2023-12-01
Patent
Electronic Resource
Chinese
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