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MANHOLE STRUCTURE, FLEXIBLE WATER SHUT OFF JOINT FOR MANHOLE STRUCTURE AND METHOD FOR INSTALLING MANHOLE STRUCTURE

机译:人孔结构,用于人孔结构的柔性水切断接头以及安装人孔结构的方法

摘要

A manhole structure (1) formed by jointing a cast-in-place concrete manhole wall (2) with a pipe (3). In the manhole structure (1), the pipe (3) is laid by pipe-jacking in a vertical shaft (4) and a flexible water shut off joint (5) for manhole is provided on the outer circumference of the pipe (3). The flexible water shut off joint (5) for manhole comprises a rigid tubular body (6), and a flexible tubular body (7) located on the inside of the tubular body (6) in the space between the tubular body and the pipe, wherein the flexible tubular body (7) is formed of a resilient body. The flexible tubular body (7) has one end (7a) pressed fixedly against the inner surface of the tubular body (6) by means of an expansion band (8), and the other end (7b) pressed fixedly against the outer circumference of the pipe (3) by means of a tightening band (9). The manhole wall (2) is formed by pouring concrete to the outer circumference of the tubular body (6). The flexible tubular body (7) of the manhole structure (1) absorbs expansion/contraction displacement, bending displacement, shearing displacement, and the like, between the manhole wall (2) and the pipe (3) without applying any load to the pipe (3).
机译:通过将现浇混凝土人孔壁(2)与管子(3)接合而形成的人孔结构(1)。在人孔结构(1)中,通过千斤顶将管子(3)铺设在垂直轴(4)中,并且在人孔结构(3)的外周上设置有用于人孔的挠性隔水接头(5)。 。用于人孔的挠性水切断接头(5)包括:刚性管状体(6);以及在管状体(6)的内部,在管状体与管之间的空间中位于管状体(6)的内部的挠性管状体(7),其中,柔性管状体(7)由弹性体形成。挠性管状体(7)的一端(7a)通过膨胀带(8)固定地压在管状体(6)的内表面上,另一端(7b)固定地压在管状体(6)的外周上。通过束紧带(9)将管子(3)固定。人孔壁(2)是通过在管状体(6)的外周注入混凝土而形成的。人孔结构(1)的挠性管状体(7)吸收人孔壁(2)和管子(3)之间的膨胀/收缩位移,弯曲位移,剪切位移等,而不对管子施加任何载荷。 (3)。

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