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Steel structure bridge splicing platform and construction method thereof
The invention belongs to the field of steel structure bridge splicing platform construction, and particularly discloses a steel structure bridge splicing platform and a construction method thereof.The steel structure bridge splicing platform comprises a foundation supporting structure fixedly arranged on the shore, a steel pipe pile supporting structure fixedly arranged in a river channel and a steel structure frame body connected to the upper portion of the foundation supporting structure and the upper portion of the steel pipe pile supporting structure; the steel pipe pile supporting structure comprises two steel pipe pile assemblies, and the two steel pipe pile assemblies are arranged in the water flow direction of a river channel. The foundation supporting structure comprises two foundation assemblies, and the two foundation assemblies and the two steel pipe pile assemblies are arranged in the same direction and correspond to each other in position. The steel pipe pile assemblies are arranged in the riverway, the steel pipe pile assemblies and the foundation assemblies are combined to support the steel structure frame body to form the splicing platform, the space arrangement of the splicing platform is reasonably planned, the hoisting distance of a floating crane is shortened, dismantling and second ploughing work is reduced, meanwhile, an approach bridge does not need to be occupied, and high-altitude work is reduced; and the beneficial effects of improving the construction efficiency and reducing the safety risk can be achieved.
本申请属于钢结构桥梁拼装平台施工领域,具体公开了一种钢结构桥梁拼装平台及其施工方法,其包括固定设置于岸上的基础支撑结构、固定设置于河道内的钢管桩支撑结构和连接于基础支撑结构、钢管桩支撑结构上方的钢结构架体;钢管桩支撑结构包括两个钢管桩组件,两个钢管桩组件沿河道水流方向布设;基础支撑结构包括两个基础组件,两个基础组件与两个钢管桩组件的布设方向相同且位置相对应。通过本申请将钢管桩组件设置于河道内,钢管桩组件和基础组件联合对钢结构架体进行支撑,组成拼装平台,合理规划拼装平台空间布置,缩短浮吊吊装距离,减少征拆和复耕作业,同时无需占用引桥,减少高空作业,能够取得提高施工效率和减小安全风险的有益效果。
Steel structure bridge splicing platform and construction method thereof
The invention belongs to the field of steel structure bridge splicing platform construction, and particularly discloses a steel structure bridge splicing platform and a construction method thereof.The steel structure bridge splicing platform comprises a foundation supporting structure fixedly arranged on the shore, a steel pipe pile supporting structure fixedly arranged in a river channel and a steel structure frame body connected to the upper portion of the foundation supporting structure and the upper portion of the steel pipe pile supporting structure; the steel pipe pile supporting structure comprises two steel pipe pile assemblies, and the two steel pipe pile assemblies are arranged in the water flow direction of a river channel. The foundation supporting structure comprises two foundation assemblies, and the two foundation assemblies and the two steel pipe pile assemblies are arranged in the same direction and correspond to each other in position. The steel pipe pile assemblies are arranged in the riverway, the steel pipe pile assemblies and the foundation assemblies are combined to support the steel structure frame body to form the splicing platform, the space arrangement of the splicing platform is reasonably planned, the hoisting distance of a floating crane is shortened, dismantling and second ploughing work is reduced, meanwhile, an approach bridge does not need to be occupied, and high-altitude work is reduced; and the beneficial effects of improving the construction efficiency and reducing the safety risk can be achieved.
本申请属于钢结构桥梁拼装平台施工领域,具体公开了一种钢结构桥梁拼装平台及其施工方法,其包括固定设置于岸上的基础支撑结构、固定设置于河道内的钢管桩支撑结构和连接于基础支撑结构、钢管桩支撑结构上方的钢结构架体;钢管桩支撑结构包括两个钢管桩组件,两个钢管桩组件沿河道水流方向布设;基础支撑结构包括两个基础组件,两个基础组件与两个钢管桩组件的布设方向相同且位置相对应。通过本申请将钢管桩组件设置于河道内,钢管桩组件和基础组件联合对钢结构架体进行支撑,组成拼装平台,合理规划拼装平台空间布置,缩短浮吊吊装距离,减少征拆和复耕作业,同时无需占用引桥,减少高空作业,能够取得提高施工效率和减小安全风险的有益效果。
Steel structure bridge splicing platform and construction method thereof
一种钢结构桥梁拼装平台及其施工方法
FENG HEJIE (author) / HU YUNCHAO (author) / CHEN XINGHE (author) / WEI XIUZHEN (author) / ZHOU BIN (author) / SU YANZHOU (author) / LI PENGFEI (author) / SHI GUANGLIANG (author) / ZHAO SHICHUANG (author)
2024-09-24
Patent
Electronic Resource
Chinese
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