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隧道建设(中英文) ›› 2007, Vol. 27 ›› Issue (增刊): 530-535.DOI: B

• 施工技术 • 上一篇    下一篇

潜盾堆栈隧道联络信道分区应用超高压灌浆及化学灌浆工法之设计与施工探讨

 庄建忠, 张武训, 高宗正, 朱东海, 胡庭豪, 黄志栋   

  1. 1.台北市政府捷运工程局南区工程处第五工务所|台北;
    2.台北市政府捷运工程局南区工程处|台北;3.台北市政府捷运工程局|台北;
    4.中兴工程顾问股份有限公司|台北;5.中兴工程顾问股份有限公司|台北;
    6.日商大丰营造台湾分公司CK570A标|台北
  • 收稿日期:2007-06-06 出版日期:2007-08-10 发布日期:2010-04-20
  • 作者简介:庄建忠|男|硕士|现任台北捷运局工务所主任|主要从事捷运地下结构物施工及隧道工程工作。

Cross Passage of Overlapping Shield Tunnel
Achieved by means of RJP and Chemical Grouting

 PENG Jian-Zhong, ZHANG Wu-Xun, GAO Zong-Zheng, SHU Dong-Hai, HU Ting-Hao, HUANG Zhi-Dong   

  1. 1.Director of the 5th Office, South District Project Office, TMRT, Taipei;
    2.Chief Director of South District Project Office, TMRT, Taipei;
    3.Chief Engineer of TMRT, Taipei; 4.PE of Sinotech.LTD., Taipei;
    5.Assistant Manager of Sinotech.LTD.,Taipei;
    6.Director of Tunnel Division, CK570A Project of Daiho Ltd., Taipei
  • Received:2007-06-06 Online:2007-08-10 Published:2010-04-20

摘要:

工程位于台北盆地软弱冲积地盘,为市区捷运交会车站前转弯段堆栈隧道(曲率半径210m)之联络通道。应用超高压三重管 RJP深层喷射搅拌工法理论,于联络通道开挖区四周设计强度型地盘改良区,开挖区内土体则俟潜盾隧道完成后,由隧道预留灌浆孔施灌二重管化学止水灌浆,藉由严谨之监造制度及精确之施工精度,堆栈式联络信道得以顺利且提前完工。

Abstract:

The issue crosspassage between the overlapping tunnels with 210m radius curvature is located in front of the MRT intersection station in soft alluvial Taipei Basin. Soil around the crosspassage was strengthening by the triple pipe jet grouting method (RJPRodin Jet Pile) before boring tunnels. The soil between tunnels was improved by chemical grouting via the preinstalled holes in segments. Under intimate cooperation between the owner conscientious supervision and contractor technical construction , the crosspassage was successfully completed before the date.

Key words:  overlapping tunnels  , triple pipe jet grouting RJP  chemical double pipe jet grouting method

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