科技资讯2024,Vol.22Issue(11) :177-179.DOI:10.16661/j.cnki.1672-3791.2401-5042-6145

市政给排水工程的长距离顶管施工技术分析

Analysis of Long-Distance Pipe-Jacking Construction Technology for Municipal Water Supply and Drainage Engineering

李彬 李奕君 黄鹏飞 李铁军 蒋皓月
科技资讯2024,Vol.22Issue(11) :177-179.DOI:10.16661/j.cnki.1672-3791.2401-5042-6145

市政给排水工程的长距离顶管施工技术分析

Analysis of Long-Distance Pipe-Jacking Construction Technology for Municipal Water Supply and Drainage Engineering

李彬 1李奕君 1黄鹏飞 1李铁军 1蒋皓月1
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作者信息

  • 1. 中国市政工程中南设计研究总院有限公司 湖北武汉 430010
  • 折叠

摘要

随着城市基础建设的日益完善,为了满足城市建设与发展的需求,市政给排水工程项目逐渐增多.长距离顶管技术可以有效降低挖土量,节约施工用地,在施工中逐渐替代了传统的埋管技术手段.长距离顶管技术的应用可以有效提高施工质量,降低对环境的干扰与影响,是一种现代化的技术手段.分析市政给排水工程的长距离顶管施工技术,了解关键技术与工艺手段,可以有效提高施工综合质量.基于此,主要分析了市政给排水工程的长距离顶管施工技术要点.

Abstract

With the increasing improvement of urban infrastructure,in order to meet the needs of urban construc-tion and development,municipal water supply and drainage engineering projects are gradually increasing.Long-distance pipe-jacking technology can effectively reduce excavation volume and save construction land,and it has gradually replaced the traditional pipe-laying technological means during construction.The application of long-distance pipe-jacking technology can effectively improve construction quality and efficiency and reduce interfer-ence and impacts on the environment,and it is a modern technological means.Analyzing the long-distance pipe-jacking construction technology of municipal water supply and drainage engineering and understanding its key tech-nologies and process methods can effectively improve the comprehensive quality of construction.Based on this,the article mainly analyzes the key points of long-distance pipe-jacking construction technology for municipal water supply and drainage engineering.

关键词

市政给排水工程/长距离顶管施工/纠偏技术/地表沉降/监控测量

Key words

Municipal water supply and drainage engineering/Long-distance pipe-jacking construction/Devia-tion correcting technology/Surface subsidence/Monitoring and measurement

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出版年

2024
科技资讯
北京国际科技服务中心 北京合作创新国际科技服务中心

科技资讯

影响因子:0.51
ISSN:1672-3791
参考文献量4
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