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A method of repairing a tunnel lining concrete

机译:一种修补隧道衬砌混凝土的方法

摘要

PROBLEM TO BE SOLVED: To provide a repairing method for tunnel lining concrete, capable of increasing the longevity of the tunnel lining concrete after repairing work by reducing repairing time, repairing costs, and the continuous defect inspection operations for the tunnel lining concrete. SOLUTION: The repairing method is provided with the first, second, third and fourth processes. In the first process, a plurality of rock bolts are implanted in the tunnel lining concrete 1 in the area 2 to be repaired. In the second process, the internal side portions of the concrete 1 in the area 2 are chipped away by a water jet. In the third process, plural lightweight-formwork segments 10-12 are completely assembled to the inner surface of the area 2 for the purpose of being permanently fixed through the medium of the rock bolts on the side of the concrete 1. In the fourth process, mortar is infilled in the rear-surface sides of the segments 10-12 in order to be solidified.
机译:要解决的问题:提供一种隧道衬砌混凝土的修补方法,能够通过减少修补时间,维修成本以及对隧道衬砌混凝土进行连续缺陷检查的操作来延长修补工作后隧道衬砌混凝土的使用寿命。解决方案:第一,第二,第三和第四过程提供了修复方法。在第一步骤中,将多个岩​​石螺栓植入待修理区域2中的隧道衬砌混凝土1中。在第二过程中,区域2中的混凝土1的内侧部分被水射流切去。在第三过程中,多个轻型模板段10-12被完全组装到区域2的内表面,以通过在混凝土1侧上的锚杆的介质被永久地固定的目的。然后,将砂浆填充在段10-12的后表面侧中以便固化。

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