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Repair method of horseshoe-shaped existing tunnel lining

机译:马蹄形隧道衬砌的修复方法

摘要

PURPOSE:To reduce bending moment acting on the lining repairing material of the bottom for making the thickness of plates smaller by a method in which a downwardly projecting anchor is fixed to the bottom of a lining repairing material for the inner wall of an existing tunnel, and a grout is packed into the aperture between them. CONSTITUTION:An anchor 3 is set along the center of the bottom concrete, and spacers 5 of the same level as the anchor 3 are set at an adequate interval on both sides. Steel bottom lining repairing materials 6 and 7 are laid over the anchor 3 and the spacers 5 and integrally fixed by welding, and grout 4 is packed into the aperture 8 with the tunnel 1. After the grout is hardened, both ends of a steel upper lining repairing material analogous to but smaller than the arch of the tunnel 1 are connected by welding 10 to the other ends of the materials 6 and 7 to make up a lining repairing material 2. Grout 4 is injected from a grout injection port 11 into remaining aperture with the tunnel 1.
机译:用途:为减少作用在底部衬砌修复材料上的弯矩,以通过将向下突出的锚固定到现有隧道内壁的衬砌修复材料的底部的方法来减小板的厚度,在它们之间的缝隙里塞满了水泥浆。组成:沿着底部混凝土的中心设置一个锚栓3,与锚栓3处于同一高度的垫片5在两侧均以足够的间隔设置。将钢制底衬修复材料6和7放置在锚固件3和间隔件5上,并通过焊接一体地固定,并且将水泥浆4通过隧道1填充到孔8中。在水泥浆硬化之后,将钢制鞋帮的两端通过焊接10将类似于但小于隧道1的拱的衬砌修复材料连接到材料6和7的另一端,以构成衬砌修复材料2。将浆液4从浆液注入口11注入到剩余物中。隧道孔1。

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