[1]王美凤,渠元闯,沈振锁,等.DN3 000钢管顶管用于引水工程检修应急通道[J].中国给水排水,2023,39(4):108-111.
　WANGMei-feng,QUYuan-chuang,SHENZhen-suo,et al.Application of DN3 000 Steel Pipe Jacking in Emergency Access of Zhaoshandu Water Diversion Project[J].China Water & Wastewater,2023,39(4):108-111.
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DN3 000钢管顶管用于引水工程检修应急通道

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第39卷 期数: 2023年第4期 页码: 108-111 栏目: 出版日期: 2023-02-17
Title:
Application of DN3 000 Steel Pipe Jacking in Emergency Access of Zhaoshandu Water Diversion Project
作者:
王美凤1， 渠元闯2， 沈振锁1， 王灿2
（1.浙江珊溪水利水电开发股份有限公司，浙江 温州 325000；2.中国市政工程华北设计研究总院有限公司，天津 300074）
Author(s):
WANG　Mei-feng1， QU　Yuan-chuang2， SHEN　Zhen-suo1， WANG　Can2
（1. Zhejiang Shanxi Water Resources and Hydropower Development Co. Ltd.， Wenzhou 325000， China； 2. North China Municipal Engineering Design ＆ Research Institute Co. Ltd.， Tianjin 300074， China）
关键词:
顶管;  沉井;  高压旋喷桩
Keywords:
pipe jacking;  sinking well;  high-pressure jet grouting pile
摘要:
赵山渡引水工程沙门段检修应急通道采用了DN3 000大直径钢管顶管技术，顶管全程位于深厚淤泥层，是温州市目前正在运行的最大钢管顶管输水工程。通过沉井结构应用、沉井外围高压旋喷桩帷幕、管道环氧玻璃鳞片外防腐、穿河低厚度覆土段压载等措施，成功解决了顶管施工对周边环境的不利影响、管道耐久性和低厚度覆土顶管穿越可能产生的土体失稳等突出问题。2021年10月，该工程顺利完工并通水。
Abstract:
The application of DN3 000 large diameter steel pipe jacking wholly located in deep silt layer in Shamen Emergency Access of Zhaoshandu Water Diversion Project is the largest steel pipe jacking water conveyance project in Wenzhou at present. The problems of surrounding environment impact of pipe jacking, durability of the pipeline and the soil instability caused low thickness are successfully solved by application of caisson structure, high-pressure jet grouting pile curtain, external corrosion prevention of epoxy glass flake and ballast on low thickness soil of river crossing pipeline. The project was successfully completed and began supplying water in October 2021.

相似文献/References:

[1]杨睿,曾德星,崔旭辉.大直径穿湖顶管回退施工关键技术研究[J].中国给水排水,2024,40(6):126.
　YANGRui,ZENG De-xing,CUIXu-hui.Research on Key Techniques for Backward Construction of Large Diameter Pipe Jacking under a Lake[J].China Water & Wastewater,2024,40(4):126.

更新日期/Last Update: 2023-02-17