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隧道建设(中英文) ›› 2018, Vol. 38 ›› Issue (7): 1228-1235.DOI: 10.3973/j.issn.2096-4498.2018.07.020

• 施工技术 • 上一篇    下一篇

软土地层盾构穿越密集房屋群水平定向注浆加固技术

刘国栋, 袁冯丹, 许超   

  1. (中交第二航务工程局有限公司工程装备分公司, 湖北武汉 430014)
  • 收稿日期:2017-11-21 修回日期:2018-03-28 出版日期:2018-07-20 发布日期:2018-07-28
  • 作者简介:刘国栋(1986—),男,湖北荆门人,2008年毕业于湖北工业大学,机械设计制造及自动化专业,本科,工程师,主要从事隧道及地铁的施工技术研究工作。 Email: 304625723@qq.com。
  • 基金资助:

    中交第二航务工程局有限公司科技研发项目(HT-2014-A-008)

Horizontal Directed Grouting Reinforcement Technology for Shield Crossing Underneath Concentrated Building Group in Soft Soil Stratum

LIU Guodong, YUAN Fengdan, XU Chao   

  1. (Engineering Equipment Branch, CCCC Second Harbour Engineering Co., Ltd., Wuhan 430014, Hubei, China)
  • Received:2017-11-21 Revised:2018-03-28 Online:2018-07-20 Published:2018-07-28

摘要:

为解决土压平衡盾构在敏感软土地层穿越密集房屋群过程中极易引发地表沉降和建(构)筑物损坏的问题,依托广州市轨道交通14号线盾构下穿姓钟围房屋群加固工程,提出水平定向注浆加固技术,该技术将水平定向钻孔技术与地面注浆技术相结合,利用无线随钻测斜系统实现钻机参数测量、采集、分析和定位,采用特制钢阀管下入钻孔,通过阀管向拟加固区域进行水平定向注浆。介绍该技术的水平孔钻探工艺,并分析其应用效果和经济效益。结果表明: 应用水平定向注浆加固技术,加固区变形量控制在±5 mm以内,未造成房屋开裂、倾斜、倒塌等不良社会影响,能有效保障土压平衡盾构在敏感软土地层中安全顺利通过密集房屋群; 水平定向注浆加固较MJS高压旋喷桩加固可节省费用600余万元,经济效益显著。

关键词: 软土地层, 盾构, 下穿, 水平定向注浆, 房屋群, 加固技术

Abstract:

The ground surface settlement and building damage are easily occurred during earth pressure balance shield crossing underneath concentrated building group in sensitive soft soil stratum. Hence, the horizontal directed grouting reinforcement technology is proposed based on shield crossing underneath Xingzhongwei building group reinforcement project of Guangzhou Metro Line No.14. The technology combines horizontal directed drilling technology with ground surface grouting technology, uses the wireless MWD system to measure, collect, analyze and locate, and grouts through speciallymade steel valve pipe. The drilling technology of horizontal holes is introduced; and the applicable effect and economic benefit of the technology are analyzed. The study results show that: (1) By using the horizontal directed grouting reinforcement technology, the deformation of reinforced zone is controlled within ± 5 mm; no building cracking, tilting and collapsing happen; and the shield crosses underneath concentrated building group in soft soil stratum safely and smoothly. (2)The cost is saved by more than RMB 6 million compared with MJS high pressure jet grouting pile reinforcement scheme, which shows remarkable economic benefit.

Key words: soft soil stratum, shield, underneath crossing, horizontal directed grouting, building group, reinforcement technology

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