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汾东商务区十号线3m雨水顶管施工技术
引用本文:李志强. 汾东商务区十号线3m雨水顶管施工技术[J]. 山西建筑, 2012, 38(25): 131-132
作者姓名:李志强
作者单位:太原市市政工程总公司第三工程公司,山西太原,030002
摘    要:结合太原市汾东商务区十号线3 m雨水顶管的施工实例,介绍了雨水顶管工作井、接收井的施工工艺,并对其工作井内的主顶油缸进行了精确的推力计算,提出各区间中继环的设置参数,以指导今后类似工程施工。

关 键 词:雨水顶管  工作井  施工工艺

On survey of 3 m rainwater pipe jacking on No.10 Line at Fendong Commercial District
LI Zhi-qiang. On survey of 3 m rainwater pipe jacking on No.10 Line at Fendong Commercial District[J]. Shanxi Architecture, 2012, 38(25): 131-132
Authors:LI Zhi-qiang
Affiliation:LI Zhi-qiang (No.3 Engineering Company of Taiyuan Municipal Engineering Corporation,Taiyuan 030002,China)
Abstract:Combining with the construction example of 3 m rainwater pipe jacking along the 10th Line at Fendong Commercial District of Taiyuan,the paper introduces the working well of the rainwater pipe jacking,and the construction craft of the receiving well,undertakes the accurate thrust calculation on the main top cylinder in the working well,and points out the design parameter for the relay ring at all sections,so as to direct similar projects in future.
Keywords:rainwater pipe jacking  working well  construction craft
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