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富水砂层地铁区间隧道盾构掘进参数分析
引用本文:杨永杰,张梦恒,毛宇飞,常洲,李围. 富水砂层地铁区间隧道盾构掘进参数分析[J]. 上海应用技术学院学报:自然科学版, 2019, 19(2): 158-162
作者姓名:杨永杰  张梦恒  毛宇飞  常洲  李围
作者单位:中国水利水电第一工程局有限公司, 长春 130033,上海应用技术大学 轨道交通学院, 上海 201418,中国电建集团铁路建设有限公司, 北京 100044,中国水利水电第一工程局有限公司, 长春 130033,上海应用技术大学 轨道交通学院, 上海 201418
基金项目:中国电建铁路科技项目(DJTL-XM-2017-15)资助
摘    要:依托哈尔滨轨道交通2号线一期工程耿家站至龙川路站区间的施工情况,对富水砂层盾构隧道开挖过程中的相关掘进参数进行分析。结果表明,盾构机主推力控制范围为10~18 MN,刀盘转速约为1.3 r/min,刀盘扭矩为2~4 MN·m。掘进速度保持在40~70 mm/min范围内,此时土压力主要为0.1~0.2 MPa,平均出土量约为43 m~3。采用太沙基理论对土压力进行计算,计算值验证了土压力监测结果的准确性。

关 键 词:地铁   富水砂层   盾构隧道   掘进参数   数据分析
收稿时间:2018-06-11

Analysis of Driving Parameters of Shield Tunnel on Metro Section in Water-Bearing Sand Layer
YANG Yongjie,ZHANG Mengheng,MAO Yufei,CHANG Zhou and LI Wei. Analysis of Driving Parameters of Shield Tunnel on Metro Section in Water-Bearing Sand Layer[J]. Journal of Shanghai Institute of Technology: Natural Science, 2019, 19(2): 158-162
Authors:YANG Yongjie  ZHANG Mengheng  MAO Yufei  CHANG Zhou  LI Wei
Affiliation:Sinohydro Bureau,School of Railway Transportation, Shanghai Institute of Technology, Shanghai 201418, China,Power China Railway Construction Co., Ltd., Beijing 100044, China,Sinohydro Bureau and School of Railway Transportation, Shanghai Institute of Technology, Shanghai 201418, China
Abstract:Based on the construction of sectional tunnel from Genjia station to Longchuan Road station in the first phase of Harbin Rail Transit Line 2, relevant driving parameters were analyzed during the excavation of the shield tunnel in water-rich sandy stratum. The results showed that the main thrust of shield machine was controlled between 10-18 MN, the speed of cutter was about 1.3 r/min and the torque of cutter head is between 2-4 MN·m. The driving speed was kept within the range of 40-70 mm/min, while the earth pressure was mainly 0.1-0.2 MPa, and the average excavated volume was about 43 m3. Terzaghi Theory was used to calculate the earth pressure, by which the accuracy of the earth pressure monitoring results was verified accordingly.
Keywords:
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