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Heavy ultrahigh steel member and construction method thereof
The invention relates to the technical field of steel member construction, in particular to a heavy ultra-high steel member and a construction method thereof.The heavy ultra-high steel member comprises a vertically-arranged base layer steel column, the bottom of the base layer steel column is pre-buried and fixedly installed under the ground, and a plurality of coaxially-arranged upper steel member parts are sequentially and vertically installed at the top of the base layer steel column from bottom to top; the bottom of the upper steel structure component located on the lowermost layer is fixedly connected with the base layer steel column below the upper steel structure component, every two adjacent upper steel structure components are fixedly connected through a plurality of fasteners which are evenly arranged along the circumferences of the upper steel structure components at intervals, and side pulling pieces are connected between every two adjacent fasteners from top to bottom. According to the method, the upper steel structure components are sequentially stacked, constructed and fixed from bottom to top to complete assembly of the whole ultrahigh steel component, the connection firmness of the whole structure can be effectively guaranteed, and the connection strength between the adjacent upper steel structure components is effectively improved.
本发明涉及钢构件施工技术领域，尤其是一种重型超高钢构件及其施工方法，包括竖直设置的基层钢柱，所述基层钢柱的底部预埋固定安装在地面下方，在所述基层钢柱的顶部自下而上依次竖直安装有若干个同轴设置的上部钢构部件，位于最下层的所述上部钢构部件的底部与其下方的所述基层钢柱固连，相邻的两所述上部钢构部件之间均通过若干个沿其圆周均匀间隔设置的紧固件实现固定连接，在自上而下相邻的两所述紧固件之间均连接有侧拉件。本发明利用多组自下而上依次堆叠施工固定上部钢构部件完成整个超高钢构件的组装，能够有效地保证整个结构的连接牢固性，有效地提高相邻的上部钢构部件之间的连接强度。
Heavy ultrahigh steel member and construction method thereof
The invention relates to the technical field of steel member construction, in particular to a heavy ultra-high steel member and a construction method thereof.The heavy ultra-high steel member comprises a vertically-arranged base layer steel column, the bottom of the base layer steel column is pre-buried and fixedly installed under the ground, and a plurality of coaxially-arranged upper steel member parts are sequentially and vertically installed at the top of the base layer steel column from bottom to top; the bottom of the upper steel structure component located on the lowermost layer is fixedly connected with the base layer steel column below the upper steel structure component, every two adjacent upper steel structure components are fixedly connected through a plurality of fasteners which are evenly arranged along the circumferences of the upper steel structure components at intervals, and side pulling pieces are connected between every two adjacent fasteners from top to bottom. According to the method, the upper steel structure components are sequentially stacked, constructed and fixed from bottom to top to complete assembly of the whole ultrahigh steel component, the connection firmness of the whole structure can be effectively guaranteed, and the connection strength between the adjacent upper steel structure components is effectively improved.
本发明涉及钢构件施工技术领域，尤其是一种重型超高钢构件及其施工方法，包括竖直设置的基层钢柱，所述基层钢柱的底部预埋固定安装在地面下方，在所述基层钢柱的顶部自下而上依次竖直安装有若干个同轴设置的上部钢构部件，位于最下层的所述上部钢构部件的底部与其下方的所述基层钢柱固连，相邻的两所述上部钢构部件之间均通过若干个沿其圆周均匀间隔设置的紧固件实现固定连接，在自上而下相邻的两所述紧固件之间均连接有侧拉件。本发明利用多组自下而上依次堆叠施工固定上部钢构部件完成整个超高钢构件的组装，能够有效地保证整个结构的连接牢固性，有效地提高相邻的上部钢构部件之间的连接强度。
Heavy ultrahigh steel member and construction method thereof
一种重型超高钢构件及其施工方法
ZHANG MENG (author) / LI PING (author) / WANG JIWEI (author) / LIU HAIMING (author)
2023-11-10
Patent
Electronic Resource
Chinese
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