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Segment and tunnel joint construction method null for tunnel joint

机译:隧道接头的分段与隧道接头施工方法无效

摘要

PURPOSE:To obviate the need for supporting and perform an open excavation of ground by, when a segment of a side wall is disassembled and shield tunnels are joined, releasably incorporating a segment piece into a frame before disassembling the segment. CONSTITUTION:Parallel and adjacent tunnels are excavated by means of a shield excavator and a lining of segments 1 is formed to construct a shield tunnel having rectangular section. In this case, the shield tunnel is constructed in such a manner that the segments 1 are continuously applied to opposing surfaces of the tunnels only and ordinary segments are applied to the remainder of the surface. After the shield tunnels are constructed, the ground within a proper range is improved and water is sealed and the segments 1 of the opposing walls in a longer side direction are disassembled, wherein disassembling is performed by removing segment pieces 5 from within a frame 4 and the vertical load is born by column members 2 and beams 3. And sumultaneus with the disassembing of the segment 1, an earth retaining steel plate is provided between the shield tunnels to enable an open excavation of the ground.
机译:目的:为了避免支撑和进行地面开挖的需要,在拆卸侧壁的一部分并连接盾构隧道时,在拆卸该部分之前可释放地将其插入框架中。组成:平行和相邻的隧道是用盾构挖掘机开挖的,并形成段1的衬砌以构造具有矩形截面的盾构隧道。在这种情况下,以如下方式构造屏蔽隧道,即,将段1仅连续地施加到隧道的相对表面上,并且将普通段施加到表面的其余部分上。在建造完屏蔽隧道之后,改善了适当范围内的地面,并密封了水,并拆卸了相对壁的长边方向上的线段1,通过从框架4内拆下线段片5进行拆卸。竖向荷载由柱构件2和横梁3承受。随着分段1的拆卸而产生的结果是,在盾构隧道之间设置了挡土钢板,以实现地面的开挖。

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