• 中国科学引文数据库(CSCD)来源期刊
  • 中文核心期刊中文科技核心期刊
  • Scopus RCCSE中国核心学术期刊
  • 美国EBSCO数据库 俄罗斯《文摘杂志》
  • 《日本科学技术振兴机构数据库(中国)》
二维码

隧道建设(中英文) ›› 2023, Vol. 43 ›› Issue (S1): 434-442.DOI: 10.3973/j.issn.2096-4498.2023.S1.050

• 施工技术 • 上一篇    下一篇

低净空大直径MJS工法在盾构穿越地下通道中的应用——以珠三角城际新白广机场T1—T2区间为例

吕明豪1, 韦成林1, 唐欣薇2 *   

  1. 1. 广东华隧建设集团股份有限公司, 广东 广州 510228 2. 华南理工大学, 广东 广州 510640
  • 出版日期:2023-07-31 发布日期:2023-08-28
  • 作者简介:吕明豪(1978—),男,广东揭阳人,2002年毕业于广东工业大学,建筑工程专业,本科,高级工程师,主要从事地下工程、房建等领域的施工与科研工作。Email: 707436447@qq.com。 *通信作者: 唐欣薇, Email: cttangxw@scut.edu.cn。

Application of LargeDiameter Metro Jet System in Shield Crossing Underground Passage with Low Clearance: A Case Study of Airport T1~T2 Section on XintangBaiyun AirportGuangzhou North Railway Station of Intercity Railway in Pearl River Delta

LYU Minghao1, WEI Chenglin1, TANG Xinwei2, *   

  1. (1. China Tunnel Construction Group Co., Ltd., Guangdong, Guangzhou 510228, Guangdong, China; 2. South China University of Technology, Guangzhou 510640, Guangdong, China)
  • Online:2023-07-31 Published:2023-08-28

摘要: 为解决在低净空内实现大直径MJS垂直桩的施工精度与质量控制难题,针对该工法在珠三角城际轨道交通新白广机场T1T2区间盾构下穿机场地下通道工程中的应用,开展施工技术研究。首先根据项目概况与地质条件,制定本次下穿方案与土体预加固作业安排。然后,针对本工程中的MJS施工难点,对关键控制技术进行研究。最后,分别从成桩质量、结构位移、效益评价3方面综合分析其加固效果。研究结果表明: 1)通过改造吊物装置系统,可在低净空内实现加固作业,极大地提高施工适应性; 2)采用特制的合金钻头与主机水准仪可实现高精度成孔,且使用高压注浆系统可实现大直径优质桩体; 3)改进后的MJS工艺既保证了加固效果,又可有效规避地下障碍物及管线,其微扰动效果也确保了施工期间机场地下通道结构的正常通行。

关键词: 盾构下穿, 低净空, MJS垂直加固, 成桩精度, 微扰动, 设备改造

Abstract: To improve the construction accuracy and quality of largediameter metro jet system(MJS) vertical reinforcement under a low clearance, a case study is conducted on the Airport T1~T2 Section on the XintangBaiyun AirportGuangzhou North Railway Station of Intercity Railway in Pearl River Delta, and construction technologies are introduced. First, according to the project overview and geological conditions, the undercrossing scheme and the soil prereinforcement arrangement are determined. Then, the construction challenges and essential construction control technologies are studied specifically. Finally, the reinforcement effect is comprehensively examined from three aspects: pileforming quality, structural displacement, and benefits evaluation. The research results show the following: (1) By transforming the lifting device system, the reinforcement construction can be realized under low clearance, thus greatly improves the construction adaptability. (2) The speciallydesigned alloy drill head and the level can realize poreforming with high precision, and the highpressure grouting system can realize the highquality pile with large diameter. (3) The improved MJS process not only ensures the reinforcement effect, but also effectively avoids underground obstacles and pipelines, and its microdisturbance effect also ensures the normal operation of the underground passage during construction.

Key words: shield undercrossing, low clearance, metro jet system vertical reinforcement, pileforming precision, microdisturbance, equipment modification