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Supporting system for bridge jacking construction and construction method
The invention discloses a supporting system for bridge jacking construction and a construction method, solves the problems of low construction efficiency and poor universality of a bridge jacking structure in the prior art, and has the beneficial effects of convenience in construction and better universality, and the specific scheme is as follows: the supporting system for bridge jacking construction comprises a plurality of vertical stress components, the multiple vertical stress components are arranged in rows and columns, every two adjacent vertical stress components are detachably connected through a connecting tie bar, the length of each connecting tie bar can be increased so that the distance between every two adjacent vertical stress components can be adjusted, and each vertical stress component comprises at least two connecting pieces arranged up and down. The two adjacent connecting pieces in the vertical stress component are detachably connected with the height-adjustable structural component so that the height of the vertical stress component can be adjusted, and the jack component is supported by the vertical stress component.
本发明公开了一种用于桥梁顶升施工的支撑系统及施工方法,解决了现有技术中桥梁顶升结构施工效率低、通用性差的问题,具有方便施工、通用性较好的有益效果,具体方案如下:一种用于桥梁顶升施工的支撑系统,包括多个竖向受力构件,多个竖向受力构件呈排呈列布置,相邻两竖向受力构件之间通过连接系杆可拆卸连接,连接系杆的长度可伸长以调整相邻两竖向受力构件之间的距离,竖向受力构件包括至少两个上下设置的连接件,竖向受力构件中相邻两连接件均与高度可调结构件可拆卸连接以调整竖向受力构件的高度,竖向受力构件支撑千斤顶构件。
Supporting system for bridge jacking construction and construction method
The invention discloses a supporting system for bridge jacking construction and a construction method, solves the problems of low construction efficiency and poor universality of a bridge jacking structure in the prior art, and has the beneficial effects of convenience in construction and better universality, and the specific scheme is as follows: the supporting system for bridge jacking construction comprises a plurality of vertical stress components, the multiple vertical stress components are arranged in rows and columns, every two adjacent vertical stress components are detachably connected through a connecting tie bar, the length of each connecting tie bar can be increased so that the distance between every two adjacent vertical stress components can be adjusted, and each vertical stress component comprises at least two connecting pieces arranged up and down. The two adjacent connecting pieces in the vertical stress component are detachably connected with the height-adjustable structural component so that the height of the vertical stress component can be adjusted, and the jack component is supported by the vertical stress component.
本发明公开了一种用于桥梁顶升施工的支撑系统及施工方法,解决了现有技术中桥梁顶升结构施工效率低、通用性差的问题,具有方便施工、通用性较好的有益效果,具体方案如下:一种用于桥梁顶升施工的支撑系统,包括多个竖向受力构件,多个竖向受力构件呈排呈列布置,相邻两竖向受力构件之间通过连接系杆可拆卸连接,连接系杆的长度可伸长以调整相邻两竖向受力构件之间的距离,竖向受力构件包括至少两个上下设置的连接件,竖向受力构件中相邻两连接件均与高度可调结构件可拆卸连接以调整竖向受力构件的高度,竖向受力构件支撑千斤顶构件。
Supporting system for bridge jacking construction and construction method
一种用于桥梁顶升施工的支撑系统及施工方法
SUN LINLIN (author) / HAN SHUZHENG (author) / YU JIANXIN (author) / REN LEI (author) / SUN FANGANG (author) / YOU YANG (author)
2024-04-26
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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