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PIPE CHANNEL REVISING AND INCREASING METHOD WITHOUT OPENCUT FOR UNDERGROUND BURIED PIPE

机译:地下管道无开挖的管道改造及增加方法

摘要

PURPOSE:To make the revision and increase of a buried pipe easy and to improve the reliability of construction, by previously penetrating small diameter rod pipes in an under ground buried pipe before breaking process of the pipe, and breaking the pipe like a slit using the rod pipe as a guide. CONSTITUTION:Rod pipes 20 are inserted in an under ground buried pipe 21 being jointed successively from a starting shaft 17 to a reaching shaft 18 with a base pushing unit 19. Then in the shaft 18, a buried pipe breaking and new construction pipe pulling device 22 is attached to the tip of the rod pipe 20, and thereafter the base pushing unit 19 is operated reversely to the inserting direction of the rod pipe 20 to pull back the device 22 toward the shaft 17, and at the same time the buried pipe 21 is broken like a slit. And according to the progress of pipe breaking, new rod pipes 20a and pilot pipes 23 are successively connected to the rear end of the device 22 to carry out the revision of buried pipe channels or increasing construction of pipe channels in the vicinity of buried pipe channels. Thereby the base pushing unit can be made compact to improve the economical characteristics, and the modification of the angle of torsion can be made easy, and the constructional pollution and the traffic interference or the like can be a avoided.
机译:目的:为了使埋管的改型和增加变得容易,并提高施工的可靠性,方法是先在管子破裂之前先将小直径的杆管穿入地下的埋管中,然后再使用类似的方法将管子像缝一样破裂。杆管为指南。组成:将杆管20插入地下的地下管21中,该地下的埋管21借助底推单元19从起始轴17依次连接到到达轴18。然后在竖井18中,有一个地下管破损和新建建筑拉管装置将22安装在杆管20的前端,然后,使基体推压部19向与杆管20的插入方向相反的方向操作,将装置22向轴17侧拉回,同时将埋入管21像裂缝一样折断。并且,根据破管的进展,将新的杆管20a和先导管23依次连接到装置22的后端,以进行埋入式管道的改型或增加埋入式管道附近的管道的构造。 。由此,可以使基座推动单元紧凑以改善经济特性,并且可以容易地改变扭转角,并且可以避免结构污染和交通干扰等。

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