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The amount confluence public enclosure which from the aforementioned main track tunnel possessed with

机译:上述主干道隧道具备的合流公共围墙

摘要

PROBLEM TO BE SOLVED: To provide a method of arranging temporary timbering members 12, 13 which are arranged for stably supporting lining bodies in the process of tunnel construction, to provide a method of economically constructing a tunnel skeleton 80 at a confluent/divergent section 3 having a relatively thin structure while paying attention to sliding of a divergent tunnel 2 caused by an influence of ground-water pressure, and to improve the working efficiency of the tunnel construction.;SOLUTION: The tunnel at the confluent/divergent section 3 at which a divergent tunnel 2 diverges from a main tunnel 1, has earth retaining members 6, 7 extending from the main tunnel 1 to be arranged on upper and lower portions of the divergent tunnel 2, first reinforcing members 10, 12, 14a for reinforcing a lining body of the main tunnel 1, second reinforcing members 13, 14b for reinforcing a lining body of the divergent tunnel 2, and third reinforcing members 11, 15 for supporting the earth retaining members 6, 7. Then concrete is poured onto the inside of an outer shell 70 of the confluent/divergent section 3 to embed the reinforcing members, and the tunnel skeleton 80 at the confluent/divergent section 3 is constructed, to thereby form a divergent space 100 inside the tunnel skeleton 80 at the confluent/divergent section 3.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:解决的问题:提供一种布置临时木工构件12,13的方法,所述临时木工构件12,13被布置成在隧道施工过程中稳定地支撑衬砌体,以提供一种经济地在汇合/分叉部分3构造隧道骨架80的方法。具有相对较薄的结构,同时注意由于地下水压力的影响而引起的发散隧道2的滑动,并提高了隧道施工的工作效率。解决方案:位于汇合/发散段3处的隧道分叉隧道2从主隧道1分叉,具有从主隧道1延伸的挡土构件6、7,其布置在分叉隧道2的上部和下部,用于加固衬里的第一加强构件10、12、14a主隧道1的主体,用于增强发散隧道2的衬里主体的第二增强构件13、14b,以及用于支撑土层的第三增强构件11、15。浇注构件6、7。然后将混凝土浇注到汇合/分开部分3的外壳70的内部,以嵌入加强构件,并在汇合/分开部分3处构造隧道骨架80,由此形成汇合/发散区3的隧道骨架80内的发散空间100;版权:(C)2006,JPO&NCIPI

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