首页 | 本学科首页   官方微博 | 高级检索  
     检索      

非开挖铺管阻力新计算模型及减阻措施
引用本文:刘远亮,乌效鸣,王海.非开挖铺管阻力新计算模型及减阻措施[J].煤田地质与勘探,2010,38(2):39-41.
作者姓名:刘远亮  乌效鸣  王海
作者单位:中国地质大学工程学院, 湖北 武汉 430074
摘    要:在非开挖工程中,计算出当前工艺条件下的铺管阻力、选择正确的铺管方法是整个工程成败的关键。通过数学解析方法,重点考虑回拖过程中管道弯曲段弯曲阻力的影响,建立了铺管阻力新计算模型。实践证明,该模型计算值与实测值仅相差6%,比较符合实际,提出的减阻措施对现场施工也有一定的指导意义。 

关 键 词:非开挖    铺管阻力    弯曲阻力    减阻
收稿时间:2009-09-24

New calculation model for pipelaying resistance and drag reduction methods in trenchless technology
Institution:Faculty of Engineering, China University of Geosciences, Wuhan 430074, China
Abstract:Calculation for pipelaying resistance in current construction conditions to choose correct pipelaying method is the key for project success in trenchless technology. The paper uses the mathematical analysis method and considers the effect of banding resistance in pulling process to set up the new calculation model. The calculated value of this model is 6 percent difference from measured value, it accords with fact in practice and has less errors and the drag reduction methods are useful for construction.
Keywords:trenchless technology  pipelaying resistance  bending resistance  drag reduction
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《煤田地质与勘探》浏览原始摘要信息
点击此处可从《煤田地质与勘探》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号