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Construction method of large-span special-shaped double-layer hyperboloid net truss combination
The invention discloses a construction method of a large-span special-shaped double-layer hyperboloid net truss combination. The construction method comprises the following steps: S1, lofting and assembling a grid net; s2, an inner ring steel column and a C-shaped column in the center are installed; s3, a transfer truss is installed; s4, positioning and measuring the inner ring truss; s5, a supporting system is erected; s6, mounting an inner ring truss; according to the large-span special-shaped double-layer double-curved-surface net truss combination construction method, the construction problem of large-span special-shaped double-layer double-curved-surface net truss combination is solved, and meanwhile certain comprehensive benefits are created in the aspects of the construction period and the economy.
本发明公开一种大跨度异形双层双曲面网桁架组合的施工方法,包括如下步骤:S1、放样组装网格网;S2、安装内圈钢柱以及中心部位的C型柱;S3、安装转换桁架;S4、内圈桁架定位测量;S5、支撑体系搭设;S6、安装内圈桁架;S7、网壳拼装S8、网壳安装,本发明解决了大跨度异形双层双曲面网桁架组合的施工问题,同时在工期及经济方面创造一定的综合效益。
Construction method of large-span special-shaped double-layer hyperboloid net truss combination
The invention discloses a construction method of a large-span special-shaped double-layer hyperboloid net truss combination. The construction method comprises the following steps: S1, lofting and assembling a grid net; s2, an inner ring steel column and a C-shaped column in the center are installed; s3, a transfer truss is installed; s4, positioning and measuring the inner ring truss; s5, a supporting system is erected; s6, mounting an inner ring truss; according to the large-span special-shaped double-layer double-curved-surface net truss combination construction method, the construction problem of large-span special-shaped double-layer double-curved-surface net truss combination is solved, and meanwhile certain comprehensive benefits are created in the aspects of the construction period and the economy.
本发明公开一种大跨度异形双层双曲面网桁架组合的施工方法,包括如下步骤:S1、放样组装网格网;S2、安装内圈钢柱以及中心部位的C型柱;S3、安装转换桁架;S4、内圈桁架定位测量;S5、支撑体系搭设;S6、安装内圈桁架;S7、网壳拼装S8、网壳安装,本发明解决了大跨度异形双层双曲面网桁架组合的施工问题,同时在工期及经济方面创造一定的综合效益。
Construction method of large-span special-shaped double-layer hyperboloid net truss combination
一种大跨度异形双层双曲面网桁架组合的施工方法
XU LEI (author) / WANG MINGWEN (author) / QUAN YOUWEI (author) / ZHU XIAOKANG (author) / CHEN GUANGFU (author) / CHAI ZHEN (author) / TIAN BEN (author)
2024-07-26
Patent
Electronic Resource
Chinese
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