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隧道建设(中英文) ›› 2021, Vol. 41 ›› Issue (7): 1218-1224.DOI: 10.3973/j.issn.2096-4498.2021.07.016

• 施工技术 • 上一篇    下一篇

大东湖核心区污水传输支隧工程顶管施工关键技术研究与应用

孙庆1 2, 冯文强1, 王志云1, 朱晓冬1, 李永峰3, 杨圣虎3   

  1. 1. 中建三局工程技术研究院, 湖北 武汉 430000 2. 武汉大学, 湖北 武汉 4300003. 中建三局安装工程有限公司, 湖北 武汉 430000
  • 出版日期:2021-07-20 发布日期:2021-07-29
  • 作者简介:孙庆(1981—),男,吉林舒兰人,2011年毕业于同济大学,岩土工程专业,博士,高级工程师,现从事深基坑、桩基础、隧道施工装备、隧道施工技术相关方面的研究工作。E-mail: 15631838@qq.com。

Key Construction Techniques for Pipe Jacking in Branches of Sewage  Tunnels in Dadong Lake Core Area

SUN Qing1, 2, FENG Wenqiang1, WANG Zhiyun1, ZHU Xiaodong1, LI Yongfeng3, YANG Shenghu3#br#   

  1. (1. Engineering Technology Research Institute of China Construction Third Engineering Bureau Group Co., Ltd., Wuhan 430000, Hubei, China; 2. Wuhan University, Wuhan 430000, Hubei, China; 3. China Construction Third Engineering Bureau Installation Engineering Co., Ltd., Wuhan 430000, Hubei, China)
  • Online:2021-07-20 Published:2021-07-29

摘要: 为解决超深长距离曲线双管岩石顶管项目中顶进距离长、小净距曲线顶进、地质复杂等难点问题,采用适应性设计的刀盘及盾体、双极纠偏、智能化控制系统等顶管机研发技术,采用自动导向测量系统和膏浆技术、分段注浆等注浆减阻技术,采用高效的泥浆系统、严格的泥水作业管理等施工技术。结果表明: 1)该种泥水平衡式顶管机满足长距离曲线顶管施工,采用智能化控制系统使设备操作及项目管理更为便捷; 2)高压膏浆减阻配合常规触变泥浆分段注浆对顶管进行减阻,可有效减小顶管摩阻力,经计算实际顶力仅为理论顶力的60%左右; 3)采用自动导向系统满足连续小角度、小范围的纠偏,可确保顶管机顺利出洞; 4)高效的泥浆系统、严格的泥水作业管理可有效克服复杂地层、小净距双管带来的困难。

关键词: 泥水平衡顶管机, 超深长距离顶进, 岩石顶管, 曲线双管, 自动导向, 注浆减阻, 泥浆循环

Abstract: To achieve curved jacking with a small clear span and long distance in a complex geology, pipejacking techniques, including speciallydesigned cutterhead and main machine, bipolar deviation adjusting and intelligent control system, as well as automatic guiding system, drag reduction using pasteslurry technology and sectional grouting, efficient slurry system, and strict slurry operation management are applied. Following results are obtained: (1) The slurry balance pipejacking machine can meet the requirements of longdistance and curved pipejacking construction, and the intelligent control system is convenient for equipment operation and project management. (2) The pipejacking friction is effectively reduced by combining highpressure paste slurry and the conventional sectional grouting of thixotropic slurry, and the actual jacking force is approximately 60% of the theoretical jacking force. (3) The automatic guiding system can achieve deviation adjustment with a small angle and range, thus ensuring successful pipe jacking. (4) The efficient slurry system and strict slurry operation management effectively overcome difficulties caused by a complex geology and small clear distance doublepipe jacking.

Key words: slurry balance pipe jacking machine, super , deep and long , distance pipe jacking, pipe jacking in rock, curved double pipe, automatic guiding, drag reduction by grouting, slurry circulation

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