市政排水工程顶管顶进测量纠偏技术——以广州市十涌西路顶管工程为例  

Municipal Drainage Engineering Pipe Jacking Measurement and Correction Technology:Taking the Guangzhou Shiyong West Road Pipe Jacking Project as an Example

作　　者：钱泽顼 李亚 罗利 QIAN Zexu;LI Ya;LUO Li(Guangdong Architectural Design&Research Institute Co.Ltd.,Guangzhou 510000,China;China MCC5 Group Corp.Ltd.,Chengdu 610063,China)

机构地区：[1]广东省建筑设计研究院有限公司,广州510000 [2]中国五冶集团有限公司,成都610063

出　　处：《科技和产业》2025年第2期263-268,共6页Science Technology and Industry

基　　金：中国中冶重大研发项目(中冶科技[2023]5号-5)。

摘　　要：结合广州市十涌西路顶管工程设计、施工案例,介绍市政排水工程顶管顶进施工工艺原理和关键技术点,包括顶进工艺原理、针对不同土质条件顶进施工的要点、顶管顶进过程中的测量技术、顶管顶进过程中的纠偏方法以及控制要点,并通过工程实际得出监测结果:地表沉降最大累计量仅为6.5 mm,地表沉降最大速率1.2 mm/d,验证了在复杂的地质条件下,采取相应的措施并严格执行测量纠偏技术,能够适应地质变化,确保顶管施工的安全性和可靠性。Combining the design and construction case of the Guangzhou Shiyongxi Road Pipe Jacking Project,the principle and key technical points of the municipal drainage engineering pipe jacking construction process were introduced,including the principle of the jacking process,the essentials of jacking construction under different soil conditions,measurement techniques during the pipe jacking process,correction methods during the pipe jacking process,and control points.The monitoring results from the actual project indicate that the maximum cumulative surface settlement is only 6.5 mm,with a maximum rate of surface settlement at 1.2 mm/d.This verifies that by adopting corresponding measures and strictly implementing measurement and correction techniques,it is possible to adapt to geological changes,ensuring the safety and reliability of pipe jacking construction under complex geological conditions.

关 键 词：市政排水工程 顶管工程 顶进工艺原理 顶进测量 顶进纠偏 

分 类 号：TU992[建筑科学—市政工程]