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Steel rib structure and steel rib structure construction method
According to the steel rib structure and the steel rib structure construction method, cushion blocks in the steel rib structure are installed in a foundation pit, the cushion blocks provide reliable preliminary positioning for steel rib columns, the installation influence of the foundation pit environment on the steel rib columns can be effectively reduced, and the in-place speed of the steel rib columns can be increased. The steel reinforced column is installed on the cushion block, the deviation of the installed steel reinforced column is small, when the elevation of the steel column needs to be adjusted, the steel reinforced column on the cushion block can be directly adjusted, and then the installation precision of the steel reinforced column is effectively guaranteed. Due to the fact that the installation accuracy of the steel reinforced column is high, when the steel column is installed on the steel reinforced column, the risk of secondary correction of the steel column caused by installation deviation of the steel reinforced column can be greatly reduced. Moreover, in the general construction process, the workload of hoisting the steel column is far greater than the workload of installing the steel reinforced column, and through the cooperation of the cushion block and the steel reinforced column, the installation precision of the steel reinforced column is greatly improved, the correction risk and difficulty of the steel column are effectively reduced, and the installation efficiency of the steel column is improved.
本发明公开了一种钢骨结构及钢骨结构施工方法，该钢骨结构中垫块安装于基坑中，垫块为钢骨柱提供了可靠的初步定位，可以有效减少基坑环境对钢骨柱的安装影响以及提高钢骨柱的就位速度。钢骨柱安装于垫块上，安装完成的钢骨柱偏差较小，当需要调整钢柱标高时，可以直接对垫块上的钢骨柱进行调整，进而有效保证钢骨柱的安装精度。由于钢骨柱安装精度较高，钢柱安装于钢骨柱上时，可以大大减小因钢骨柱安装偏差引起的钢柱二次校正风险。并且，在一般的施工过程中，吊装钢柱的工作量远大于安装钢骨柱的工作量，本申请通过垫块与钢骨柱的配合，大大提高了钢骨柱的安装精度，有效减小了钢柱的校正风险以及难度，提高了钢柱的安装效率。
Steel rib structure and steel rib structure construction method
According to the steel rib structure and the steel rib structure construction method, cushion blocks in the steel rib structure are installed in a foundation pit, the cushion blocks provide reliable preliminary positioning for steel rib columns, the installation influence of the foundation pit environment on the steel rib columns can be effectively reduced, and the in-place speed of the steel rib columns can be increased. The steel reinforced column is installed on the cushion block, the deviation of the installed steel reinforced column is small, when the elevation of the steel column needs to be adjusted, the steel reinforced column on the cushion block can be directly adjusted, and then the installation precision of the steel reinforced column is effectively guaranteed. Due to the fact that the installation accuracy of the steel reinforced column is high, when the steel column is installed on the steel reinforced column, the risk of secondary correction of the steel column caused by installation deviation of the steel reinforced column can be greatly reduced. Moreover, in the general construction process, the workload of hoisting the steel column is far greater than the workload of installing the steel reinforced column, and through the cooperation of the cushion block and the steel reinforced column, the installation precision of the steel reinforced column is greatly improved, the correction risk and difficulty of the steel column are effectively reduced, and the installation efficiency of the steel column is improved.
本发明公开了一种钢骨结构及钢骨结构施工方法，该钢骨结构中垫块安装于基坑中，垫块为钢骨柱提供了可靠的初步定位，可以有效减少基坑环境对钢骨柱的安装影响以及提高钢骨柱的就位速度。钢骨柱安装于垫块上，安装完成的钢骨柱偏差较小，当需要调整钢柱标高时，可以直接对垫块上的钢骨柱进行调整，进而有效保证钢骨柱的安装精度。由于钢骨柱安装精度较高，钢柱安装于钢骨柱上时，可以大大减小因钢骨柱安装偏差引起的钢柱二次校正风险。并且，在一般的施工过程中，吊装钢柱的工作量远大于安装钢骨柱的工作量，本申请通过垫块与钢骨柱的配合，大大提高了钢骨柱的安装精度，有效减小了钢柱的校正风险以及难度，提高了钢柱的安装效率。
Steel rib structure and steel rib structure construction method
钢骨结构及钢骨结构施工方法
REN XIAOFENG (author) / CAI JING (author) / LIU HUANYUN (author) / SONG KE (author) / JEONG HONG (author) / DONG JING (author) / YAN HU (author) / GUO JILIANG (author)
2023-08-08
Patent
Electronic Resource
Chinese
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