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Earthquake-resistant tube and jacking method of propulsion method

机译:耐震管及顶推法

摘要

PROBLEM TO BE SOLVED: To provide an earthquake resistant pipe provided with a joint capable of displacement even to the contraction side of a pipe axis and suitable for a pipe-jacking method.;SOLUTION: A double tube is formed of an outer pipe 1 of a reinforced concrete pipe and an inner pipe 3 made of a ductile casting pipe positioned in the same axis as the outer pipe 1 by an annular filling layer slidably fitted in the inner peripheral face, the end face of an outer pipe insertion opening 11 is flush with the end face of an inner pipe receiving opening 31, pipe jacking force between a preceding pipe and a subsequent pipe is transmitted only through the outer pipes, with regard to joining between the receiving opening 31 and the insertion opening 32 of the inner pipes 3, even after pipe path formation by a pipe jacking method, a contraction allowable amount between the insertion opening projection 33 of the tip end and the stepped face 34A of the deepest part of a preceding inner pipe receiving opening 31, and an expansion allowable amount between the insertion opening projection 33 and the preceding inner pipe receiving opening projection 35A are maintained respectively, thus the problem is dissolved by making earthquake resistant structure provided with expandability, separation prevention property and flexibility.;COPYRIGHT: (C)2000,JPO
机译:要解决的问题:提供一种具有接头的抗震管,该接头即使在管轴的收缩侧也能移动,并且适合顶管方法。解决方案:双管由一根外管制成。通过在内部周面上滑动地安装有环状的填充层,使钢筋混凝土管和由与延展管位于同一轴线上的延性铸造管构成的内管3齐平。关于内管3的接收开口31和插入开口32之间的连接,通过内管接收开口31的端面,前管和后管之间的顶管力仅通过外管传递。即使在通过顶管法形成管径之后,末端的插入开口突起33与先前的内管的最深部分的阶梯面34A之间的收缩允许量也是如此。容纳开口31,并且分别保持插入开口突出部33和先前的内管容纳开口突出部35A之间的膨胀允许量,因此通过使耐震结构具有膨胀性,防分离性和挠性而解决了该问题。 :(C)2000,日本特许厅

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