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TUNNEL LINING CONCRETE WATER-GRANULATING APPARATUS AND TUNNEL LINING BODY REMOVING METHOD USING THE SAME

机译:隧道衬砌混凝土制水装置及采用该方法的隧道衬砌体拆除方法

摘要

PROBLEM TO BE SOLVED: To cleanly remove concrete filled in an inner concave portion of a steel segment and/or concrete in the vicinity of a bolt connection portion, even from a tunnel structure in which the steel segment is present on the outside of secondary lining concrete. ;SOLUTION: A main beam 2 which is held at an almost central axis location of a tunnel, at least at water-granulation for tunnel lining concrete, is provided, and a rotary base 20 is arranged on the main beam 2 in a manner being rotatable or travelable in a tunnel circumferential direction. Further, a first support 20B is arranged on the rotary base 20 so as to be erected therefrom in a tunnel radial direction, and a second support 22 is sequentially arranged at the front end of the first support 20B in a manner being swinging in the tunnel radial direction. Still further, a third support 24 is sequentially arranged at the front end of the second support 22, and a spray rotary head 26 for spraying extra-high pressure water is arranged at the front end of the third support 24.;COPYRIGHT: (C)2001,JPO
机译:解决的问题:即使从隧道结构中钢段位于次级衬砌外侧,也要干净地清除填充在钢段内凹部分中的混凝土和/或螺栓连接部分附近的混凝土。具体。解决方案:提供主梁2,该主梁至少在隧道的中心轴线位置处保持,至少在用于隧道衬砌混凝土的水粒化处,并且旋转基座20布置在主梁2上,可以在隧道圆周方向上旋转或移动。此外,第一支撑件20B布置成在旋转基座20上沿通道径向竖立,并且第二支撑件22以在通道中摆动的方式顺序地布置在第一支撑件20B的前端。径向。更进一步,第三支撑件24顺序地布置在第二支撑件22的前端,并且用于喷射超高压水的喷射旋转头26布置在第三支撑件24的前端。日本特许厅

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