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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止水接头及人孔结构的安装方法

摘要

There is provided a manhole structure 1 formed by joining a cast-in-place concrete manhole wall 2 to a pipe 3. In the manhole structure 1, the pipe 3 is driven and laid in a vertical shaft 4, and a flexible cut-off joint 5 for manhole is disposed on an outer periphery of the pipe 3. The flexible cut-off joint 5 for manhole comprises a rigid cylindrical body 6 and a tubular flexible body 7 located at an inside of the cylindrical body 6 in a space between the cylindrical body and the pipe, and the tubular flexible body 7 is made of an elastic body. An end 7a of the tubular flexible body 7 is press-fixed to an inner surface of the cylindrical body 6 with an expansion band 8, and the other end 7b of the tubular flexible body 7 is press-fixed to an outer periphery of the pipe 3 by tightening with a fastening band 9. The manhole wall 2 is formed by pouring a concrete on the outer periphery of the cylindrical body 6. The tubular flexible body 7 in the manhole structure 1 absorbs an expansion-contraction displacement, a bending displacement, a shearing displacement and the like between the manhole wall 2 and the pipe 3 without applying a load to the pipe 3.
机译:提供了通过将现浇混凝土人孔壁 2 连接到管道 3而形成的人孔结构 1 在人孔结构 1中,管子 3 被驱动并放置在垂直轴 4,中,并具有柔性截断用于人孔的接头 5 布置在管道 3的外围。 用于沙井的柔性截止接头 5 包括一个刚性圆柱体 6 和一个位于内部的管状柔性体 7 圆柱体 6 在圆柱体和管道之间的空间中的位置,而管状挠性体 7 由弹性体制成。管状挠性体 7 的端部 7 a 压固定在圆柱形体 6 用膨胀带 8 和管状挠性主体 7 的另一端 7 b 压紧-通过用紧固带 9紧固将其固定在管道 3 的外围。 人孔壁 2 是通过在圆柱体 6的外围浇筑混凝土而形成的。 人孔结构 1 中的管状挠性体 7 吸收人孔壁之间的伸缩位移,弯曲位移,剪切位移等。 B> 2 和管道 3 ,而不会对管道 3施加载荷。

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