首页|新型桩-墙咬合圆形基坑支护施工技术探析——以S253远松线当阳市河溶大桥危桥改造工程为例

新型桩-墙咬合圆形基坑支护施工技术探析——以S253远松线当阳市河溶大桥危桥改造工程为例

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文中以S253 远松线当阳市河溶大桥危桥改造工程为例,对新型桩-墙咬合圆形基坑支护施工技术进行探析,后续基坑变形监测显示,连续墙体的最大侧移为15.1 mm,旋喷桩的最大侧移为10.5 mm,周边的最大沉降量为25.4 mm,满足工程设计的要求.
Analysis on Construction Technology of New Pile-wall Occluding Circular Foundation Pit——Taking the Dangerous Bridge Reconstruction Project of Dangyang Heyong Bridge of S253 Yuansong Line as an Example
Taking the dangerous bridge reconstruction project of Dangyang Heyong Bridge of S253 Yuan Line as an example,this paper analyzes the construction technology of the new pile-wall biting circular foundation pit support.Through the subsequent foundation pit deformation detection,the maximum lateral displacement of the continuous wall is 15.1 mm,the maximum lateral displacement of the rotary spray pile is 10.5 mm,and the maximum settlement of the surrounding area is 25.4 mm.

Bridge engineeringFoundation pit supportPile-wall occlusionConstruction technique

刘伟明

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湖北省清江路桥建筑有限公司,湖北 宜昌 443000

桥梁工程 基坑支护 桩-墙咬合 施工技术

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(2)
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