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Application manner null of support body to tunnel excavation

机译:支撑体在隧道开挖中的应用方式无效

摘要

PROBLEM TO BE SOLVED: To provide the execution method of a support body capable of accurately supporting the upper peripheral wall part of a tunnel wall face in which a bedrock is easy to collapse. SOLUTION: A ring-like support body which is smaller diameter than a tunnel excavation wall face T by a plurality of support pieces 1, 1A, 1B and stretching a bedrock collapse prevention member 2 composed of a wire gauze on an upper half part is formed. Next, the lower support piece 1B of the ring- like support body and the support pieces 1A, 1A of both the side parts are expanded in same size by expansion jacks 5, 5, the ring-like support body is diameter-enlarged, a bedrock collapse prevention member 2 stretched on the upper half part of the ring-like support body is disposed in the state where it accurately runs along the upper peripheral wall part of the tunnel excavation wall face T without displacing the bedrock collapse prevention member 2 in the tunnel circumferential direction and loose load by the collapse of a bedrock, fall of a rock and the like locally produced on the upper peripheral wall part of the tunnel excavation wall face T is supported.
机译:解决的问题:提供一种支撑体的执行方法,该支撑体能够准确地支撑基岩易于塌陷的隧道壁面的上周壁部。解决方案:形成一个环形支撑体,该支撑体的直径小于多个隧道支撑壁面T的直径,该环形支撑体由多个支撑件1、1A,1B组成,并在上半部分拉伸了由钢丝网构成的基岩防塌构件2 。接着,通过膨胀千斤顶5、5将环状支撑体的下部支撑片1B与两侧部的支撑片1A,1A以相同的尺寸展开,将环状支撑体扩径。在环状支撑体的上半部上伸展的基岩防塌构件2被布置成在不将基岩防塌构件2移动到隧道挖掘壁面T的上周壁部的状态下准确地沿着隧道挖掘壁面T的上周壁部行进的状态。支承在隧道挖掘壁面T的上周壁部上局部产生的基岩的坍塌,岩石的倒塌等引起的隧道周向和松弛载荷。

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