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A platform for research: civil engineering, architecture and urbanism
Bridge tower assembly construction method
The invention discloses a bridge tower assembly construction method which comprises a plurality of first concrete piers and second concrete piers, the first concrete piers are annularly arranged in a splayed shape, the second concrete piers are located in the centers of the first concrete piers, and steel plates are installed on the tops of the first concrete piers and the tops of the second concrete piers. Steel pipes are mounted at the tops of the steel plates, bearing steel plates are fixedly connected to the top ends of the steel pipes, and transverse I-shaped steel is arranged above every two adjacent bearing steel plates. Through the cooperation among an upper outer tower wall, a lower outer tower wall, second angle steel, a connecting frame, a bracket, and an inner tower, the upper outer tower wall and the lower outer tower wall can be fixed, and the situation that the upper outer tower wall and the lower outer tower wall deform due to external factors, and consequently serious consequences are generated is prevented.
本发明公开了桥塔拼装施工方法，包括若干个第一混凝土墩和第二混凝土墩，若干所述第一混凝土墩呈八字形环形排列，且所述第二混凝土墩位于若干个第一混凝土墩中心处，若干所述第一混凝土墩和第二混凝土墩顶部均安装有钢板，且若干所述钢板顶部均安装有钢管，若干所述钢管顶端均固定连接有承载钢板，每两个相邻的承载钢板上方均设有横向工字钢，本发明通过上位外塔壁、下位外塔壁、第二角钢、连接架、支架、内塔等结构之间的相互配合，可实现对上位外塔壁、下位外塔壁进行固定，防止外部因素导致上位外塔壁、下位外塔壁变形，从而产生严重后果。
Bridge tower assembly construction method
The invention discloses a bridge tower assembly construction method which comprises a plurality of first concrete piers and second concrete piers, the first concrete piers are annularly arranged in a splayed shape, the second concrete piers are located in the centers of the first concrete piers, and steel plates are installed on the tops of the first concrete piers and the tops of the second concrete piers. Steel pipes are mounted at the tops of the steel plates, bearing steel plates are fixedly connected to the top ends of the steel pipes, and transverse I-shaped steel is arranged above every two adjacent bearing steel plates. Through the cooperation among an upper outer tower wall, a lower outer tower wall, second angle steel, a connecting frame, a bracket, and an inner tower, the upper outer tower wall and the lower outer tower wall can be fixed, and the situation that the upper outer tower wall and the lower outer tower wall deform due to external factors, and consequently serious consequences are generated is prevented.
本发明公开了桥塔拼装施工方法，包括若干个第一混凝土墩和第二混凝土墩，若干所述第一混凝土墩呈八字形环形排列，且所述第二混凝土墩位于若干个第一混凝土墩中心处，若干所述第一混凝土墩和第二混凝土墩顶部均安装有钢板，且若干所述钢板顶部均安装有钢管，若干所述钢管顶端均固定连接有承载钢板，每两个相邻的承载钢板上方均设有横向工字钢，本发明通过上位外塔壁、下位外塔壁、第二角钢、连接架、支架、内塔等结构之间的相互配合，可实现对上位外塔壁、下位外塔壁进行固定，防止外部因素导致上位外塔壁、下位外塔壁变形，从而产生严重后果。
Bridge tower assembly construction method
桥塔拼装施工方法
XU LEI (author) / FU SHUSHENG (author) / SHEN WEICHENG (author) / PENG SHENKAI (author) / LIU XIAOHAN (author) / LIU XIANGQIAN (author) / SHI HUAIYUAN (author) / CUI JIAN (author)
2021-11-30
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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