近接新建地铁既有污水管道安全性分析
Safety Analysis of Sewage Pipe Under Nearby New Subway
投稿时间:2013-05-05  
中文关键词:新建地铁  既有污水管道  安全性
英文关键词:newly built subways  sewer existing  safety
基金项目:国家自然科学基金(51078243)
作者单位
王庆磊 石家庄铁道大学 土木工程学院 
李文江 石家庄铁道大学 土木工程学院 
孙洪硕 石家庄铁道大学 土木工程学院 
刘阳 石家庄铁道大学 土木工程学院 
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中文摘要:
      石家庄地铁1号线市招待所段至北国商城段为左右两线,区间隧道上方靠近一既有污水管道,污水管已使用60 a。整条区段上污水管道与隧道呈一定夹角,角度较小。其中靠近地铁车站k10+928.290~k10+943.59区间隧道断面尺寸有所扩大,且污水管底板距离左线隧道拱顶仅6.8 m,该区段既有污水管在隧道开挖过程中可能存在安全风险,并且受污水管可能的渗水影响,隧道本身开挖过程中也存在稳定问题。分别分析了隧道开挖过程中既有污水管底板、边墙和拱部横向和纵向应力分布规律,并通过分析纵向不均匀沉降和纵向应力分布的关系,
英文摘要:
      Metro Line 1 from City Hostel to North Mall in Shijiazhuang has two lanes, the top of which is close to a sewage pipe that has been used for 60 years. There is a small angle between the sewage pipe and the tunnel. The section size of tunnel segment k10+928.290~k10+943.59 near a metro station is larger and there is only about 6.8 meters from the base plate of the sewage pipe to the top of the left tunnel . The sewage pipe in this section maybe face risk during tunnel excavation and tunnel excavation will also face stability risk because of possible seepage. This paper mainly analyzes the horizontal and vertical stress distribution of base plate, side wall and arch of the sewage. Through the analysis of the longitudinal uneven settlement and vertical stress distribution, this paper discusses the failure mechanism of the existing sewage during tunnel excavation. On this basis, this paper introduces improved forepoling proposals in view of the engineering characteristics, which may be of reference value for other tunnel construction in the city.
王庆磊,李文江,孙洪硕,刘阳.近接新建地铁既有污水管道安全性分析[J].石家庄铁道大学学报:自然科学版,2014,(2):41-45,60.
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