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LINING OF PRESSURE-FREE HYDRAULIC TUNNEL

机译:无压液压隧道衬砌

摘要

FIELD OF THE INVENTION The invention relates to hydraulic engineering. The purpose of the invention is to increase operational reliability. The lining of the free-flow tunnel includes reinforced concrete elements in the form of closed rings 1, separated from each other by flat ring seams 2. Support rings 1 are made of variable width, decreasing from the edges of the tectonic fault to its seam. The width of the rings in the seam zone satisfies the conditional b a 1/2 1/2 h-ctgoi, where in is the width of the rings; ei is the inclination angle of the tectonic fault seam equal to 45 ° ioi 80 °; h the height of the tunnel section. Rings 1 are interconnected by steel rods. During tectonic movements of blocks 7 and 8 of the massif of hormly rocks, a fault 9 fracture 9 is formed, along which blocks 7 and 8 are displaced relative to each other. The presence in the lining of rods ensures the involvement of adjacent rings 1 in the deformation of the tunnel block, assimilating the flexible work of the lining in the longitudinal direction of the track chain. 3 il. 9. Q 9 (L
机译:技术领域本发明涉及水利工程。本发明的目的是提高操作可靠性。自由流动隧道的衬砌包括呈闭合环1形式的钢筋混凝土元件,由平坦的环缝2相互隔开。支撑环1的宽度可变,从构造断层的边缘到其缝逐渐减小。接缝区域中环的宽度满足条件b a 1/2 1/2 h-ctgoi,其中in是环的宽度; ei是构造断层的倾斜角,等于45°ioi 80°; h隧道断面的高度。环1通过钢杆相互连接。在霍乱岩石地块的块体7和8的构造运动中,形成断层9裂缝9,沿着断层9的裂缝9和8相对于彼此移位。杆衬里的存在确保了相邻环1参与隧道砌块的变形,从而使衬里在履带链的纵向上的柔韧性得以吸收。 3升9. Q 9(L

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