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CONSTRUCTION OF NON-CIRCULAR SEWER REHABILITATION PROJECTS IN LOS ANGELES

机译:洛杉矶的非圆形下水道康复项目建设

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The City of Los Angeles operates and maintains more than 6,500 miles of sewers ranging in size from 6-inch to 150-inch in diameter. Many of the larger diameter sewers constructed in the early 1900's were constructed of un-reinforced concrete with clay tile liners or of brick. Approximately 64 miles of sewers were constructed using non-circular pipes. Some of these sewers do not follow public right-of-way and cross under homes, businesses and other urban development. These sewers are approaching the end of their service life and need to be rehabilitated while minimizing the impact to the community. An emergency construction project is repairing 1,000 feet of an 85-year-old semi-elliptical sewer and two rehabilitation projects have recently been awarded for construction that will repair 4.5 miles of non-circular sewers. This construction begins a new era in rehabilitation of medium sized non-circular sewers in Los Angeles. The rehabilitation of 3 miles of the 60-inch by 73-inch oval brick Central Outfall Sewer (COS), 1.5 miles of the 60-inch semi-elliptical tile-lined concrete North Outfall Sewer (NOS), and 1,000 feet of 66-inch semi-elliptical concrete NOS brick sewer will use man-entry installation of a new pipe, non man-entry sliplining and man-entry cast-in-place-lining construction techniques. Sliplining will utilize recently approved materials that will maintain the non-circular shape of the sewer and minimize the reduction of capacity of the existing sewers. The cast-in-place option will construct a new PVC lined concrete pipe inside the existing sewer. These methods will provide a long-term structural repair of these 80 - 100 year old sewers. This paper will discuss the methods selected for the rehabilitation of the COS and the NOS as well as the lessons learned during the initial phases of the construction projects. This paper will also discuss future projects that will rehabilitate additional non-circular sewers utilizing both sliplining and man-entry methods.
机译:洛杉矶市的城市经营,维护超过6,500英里的下水道,直径6英寸至150英寸。在1900年代初建造的许多较大直径的下水道由未钢筋混凝土构成,粘土砖衬里或砖块。使用非圆形管道构建大约64英里的下水道。其中一些下水道不遵循公共对准,并在家庭,企业和其他城市发展下交叉。这些下水道正在接近他们的使用寿命结束,并且需要在最小化对社区的影响时恢复恢复。紧急建筑项目正在修复1000英尺的85岁半椭圆下水道,最近颁发了两个康复项目,以修复4.5英里的非圆形下水道。这种建筑开始了洛杉矶中型非圆形下水道的康复新时代。康复3英里的60英寸×73英寸椭圆形砖中央排水棚(COS),1.5英里的60英寸半椭圆线衬里混凝土北排水道(NOS),1,000英尺66英尺英寸半椭圆形混凝土NoS砖下水道将使用新管道的人入口安装,非人入口滑倒和人入口浇注型衬里施工技术。滑动将利用最近批准的材料,这些材料将保持下水道的非圆形形状,并最大限度地减少现有下水道的容量。铸造件选项将在现有下水道内构建新的PVC衬里混凝土管。这些方法将提供这80英镑的下水道的长期结构修复。本文将讨论选择为COS和NOS康复的方法以及在建筑项目的初始阶段中学到的经验教训。本文还将讨论未来的项目,这些项目将利用SLIPLINED和MAN-RENT方法来恢复额外的非圆形下水道。

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