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郑州黄河顶管工程注浆减阻技术的应用
引用本文:阎向林.郑州黄河顶管工程注浆减阻技术的应用[J].隧道建设,2012,32(3):372-376.
作者姓名:阎向林
作者单位:中铁十六局集团北京轨道交通工程建设有限公司,北京,101100
摘    要:为了解决长距离大口径顶管在富水流砂卵石地层环境下的掘进顶力过大问题,以西气东输黄河顶管工程为例对注浆减阻进行研究。主要从注浆设备选取、润滑泥浆配比、注浆压力控制和注浆量控制等方面控制好浆液,确保注浆减阻效果,降低钢管与周围砂层的摩擦阻力,从而降低推进顶力,顺利达到长距离掘进的施工目标。

关 键 词:富水流砂卵石地层  顶管  浆液  注浆减阻
收稿时间:2012-04-06

Case Study on Resistance Reduction in Yellow River Crossing Pipe Jacking Works on West-East Natural Gas Transfer Project
YAN Xianglin.Case Study on Resistance Reduction in Yellow River Crossing Pipe Jacking Works on West-East Natural Gas Transfer Project[J].Tunnel Construction,2012,32(3):372-376.
Authors:YAN Xianglin
Institution:YAN Xianglin ( Beijing Metro Engineering Co. , Ltd. , China Railway 16th Bureau Group, Belling 101100, China)
Abstract:long-distance large-diameter pipe jacking in water-rich quick-sand cobble ground needs huge jacking force. In the construction of Yellow River Crossing Pipe Jacking Works on West-East Natural Gas Transfer Project, the jacking resistance is reduced by means of grouting. The resistance reduction effect is guaranteed by means of proper grouting equipmentn, proper grout slurry mixing proportion, proper grouting pressure control and proper grouting volume control. In the end, the resigtance between the steel pipes and the surrounding sand ground is reduced, the jacking force needed is lowered and successful long-distance pipe jacking is realized.
Keywords:water-rich quick-sand cobble ground  pipe jacking  grout slurry  resistance reduction by grouting
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