Research and Application on Freeing from Pipe Stuck Technology of Large-diameter and Long-distance Pipe Jacking Construction in Complex Geology

Qing-jiang Wang, Yue Wang
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Abstract

Pipe jacking technology is mainly applied to road-crossing place where excavation is not applicable. So far, there is no mature experience in domestic being appropriate for long-distance and large-diameter pipe jacking passing through mountainous area with complicated geology, where obstruction problem like pipe stuck often happens [1] . This thesis does analyses on the reason for long-distance and large-diameter pipe jacking in mountainous area getting stuck and does discussion on freeing from pipe stuck. Combining with engineering examples, these methods have been put into practical application, which achieves good effects and socioeconomic benefits. It also provides guidance and reference for similar projects. Introduction Pipe jacking construction is a kind of non-excavation construction methods, which achieves pipeline, lay with on excavation or less excavation. With the aid of jacking force from jacking device in working well, pipe jacking construction overcomes friction of pipeline and surrounding soil, jacking pipelines into soil according to the designed gradient and direction and carries away the earth [2] . After the first section of pipe is jacked into soil, the second would be continued jacking. These pipe sections are produced in prefabricated field, which would be transported to engineering field, hanged into working well and jacked into the rock. Simultaneously do pipe jacking and micro shield operations on tunnel face on the front end of pipe section. With propelling forward, muck would be taken outside the tunnel by slurry. For the sake of reducing pipe jacking resistance, inject thixotropic anti-friction slurry on the back of tunnel pipe section so as to form slurry jacket of certain thickness thus leading pipe jacking to continue in the slurry jacket and reducing resistance. At the present stage, pipe jacking technology has become the main measure for no-dig construction of urban underground pipeline, which has been widely utilized in fields like drainage, sewage treatment, power pipeline, places being inconvenient for excavation, etc. Along with constantly accelerating of urbanization in our country, people keep high requirements on beautiful life, ecological protection and green construction. Keeping features of low noise, low pollution and low impact, pipe jacking construction is leaded to develop toward complex direction with large diameter, long distance, thick covering soil and complex curve [3] . While long jacking distance leads pipes to cross different stratums. When pipes encounter the weak stratum, jacking becomes difficult and even pipe stuck happens. On the basis of it, this thesis analyzes the reason for pipe stuck in pipe jacking operation, discusses methods for freeing from pipe stuck and does practical application. This provides certain practical experience for technology of extricating pipe from stuck in pipe jacking construction with large diameter, long distance and complex geology.
复杂地质条件下大直径长距离顶管施工解卡技术研究与应用
顶管技术主要应用于不宜开挖的过马路场所。对于长距离大口径顶管穿越地质复杂的山区,经常发生卡管等堵塞问题,目前国内尚无成熟的经验。本文分析了山区长距离大口径顶管卡钻的原因,并对如何解除卡钻进行了探讨。结合工程实例,这些方法已投入实际应用,取得了良好的效果和社会经济效益。为类似工程提供指导和参考。顶管施工是一种无需开挖的施工方法,实现管道、敷设无需开挖或少开挖。顶管施工利用顶进装置在良好工作时产生的顶推力,克服管道与周围土体的摩擦,按照设计的坡度和方向将管道顶入土体,并带走土方。第一段管段顶入土后,第二段管段继续顶入。这些管段在预制现场生产,运输到工程现场,吊入工作井,顶入岩石。管段前端隧道工作面同时进行顶管和微盾作业。随着推进的推进,淤泥将被泥浆带出隧道。为减小顶管阻力,在隧道管段背面注入触变减摩浆体,形成一定厚度的浆体夹套,使顶管在浆体夹套内继续进行,减小阻力。现阶段,顶管技术已成为城市地下管道免开挖施工的主要措施,在排水、污水处理、电力管道、不便开挖场所等领域得到了广泛应用。随着我国城市化进程的不断加快,人们对美好生活、生态保护和绿色建设提出了更高的要求。顶管施工保持着低噪声、低污染、低冲击的特点,导致其向大直径、长距离、厚覆盖土层、复杂曲线等复杂方向发展。而较长的顶升距离导致管道穿越不同的地层。当管道遇到软弱地层时,顶进变得困难,甚至发生卡管。在此基础上,分析了顶管作业中卡管的原因,探讨了解决卡管的方法,并进行了实际应用。为大直径、长距离、复杂地质条件的顶管施工卡管脱出技术提供了一定的实践经验。
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