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Damping steel structure bridge construction method
The invention relates to the technical field of steel structure bridges, in particular to a construction method of a damping steel structure bridge. The construction method comprises the following steps: S1, construction of the superposed beam; s2, anti-seismic structure construction: S2.1, first construction section anti-seismic structure construction; s2.2, a second construction section anti-seismic structure is constructed; s3, main body structure construction: S3.1, first construction section main body structure construction; s3.2, a second construction section main body structure is constructed; and S4, deformation joint construction. According to the construction method, by adapting to the stress conditions and specific structures of different construction sections, the corresponding foundation structures are arranged on the lower portions of the different construction sections, and therefore the effect that the influence of subway passing on the upper steel structure bridge is reduced is achieved.
本申请涉及钢结构桥梁的技术领域,具体涉及一种减震钢结构桥梁施工方法。该施工方法包括以下步骤:S1.叠合梁施工;S2.抗震结构施工:S2.1第一施工段抗震结构施工;S2.2第二施工段抗震结构施工;S3.主体结构施工:S3.1第一施工段主体结构施工;S3.2第二施工段主体结构施工;S4.变形缝施工。本施工方法通过适应不同施工段的受力情况和具体结构,在不同施工段下部设置相适应的基础结构,故本申请具有减小地铁通行对上部钢结构桥梁造成影响的效果。
Damping steel structure bridge construction method
The invention relates to the technical field of steel structure bridges, in particular to a construction method of a damping steel structure bridge. The construction method comprises the following steps: S1, construction of the superposed beam; s2, anti-seismic structure construction: S2.1, first construction section anti-seismic structure construction; s2.2, a second construction section anti-seismic structure is constructed; s3, main body structure construction: S3.1, first construction section main body structure construction; s3.2, a second construction section main body structure is constructed; and S4, deformation joint construction. According to the construction method, by adapting to the stress conditions and specific structures of different construction sections, the corresponding foundation structures are arranged on the lower portions of the different construction sections, and therefore the effect that the influence of subway passing on the upper steel structure bridge is reduced is achieved.
本申请涉及钢结构桥梁的技术领域,具体涉及一种减震钢结构桥梁施工方法。该施工方法包括以下步骤:S1.叠合梁施工;S2.抗震结构施工:S2.1第一施工段抗震结构施工;S2.2第二施工段抗震结构施工;S3.主体结构施工:S3.1第一施工段主体结构施工;S3.2第二施工段主体结构施工;S4.变形缝施工。本施工方法通过适应不同施工段的受力情况和具体结构,在不同施工段下部设置相适应的基础结构,故本申请具有减小地铁通行对上部钢结构桥梁造成影响的效果。
Damping steel structure bridge construction method
一种减震钢结构桥梁施工方法
WANG XIANGBAO (Autor:in) / FENG LIN (Autor:in) / WANG ZHENYU (Autor:in) / MAO GANG (Autor:in) / HE XIANSHENG (Autor:in) / WANG YUJI (Autor:in) / WANG JIHE (Autor:in) / XU XIAOHUANG (Autor:in) / LIU HUIQING (Autor:in) / ZHANG ZHONGWEI (Autor:in)
12.05.2023
Patent
Elektronische Ressource
Chinesisch
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