发明名称 ARCUATE UNDERGROUND LAYING METHOD FOR PIPE
摘要 <p>PROBLEM TO BE SOLVED: To maintain pipe laying track of a pipe with accuracy in work execution and quickly and smoothly conduct the laying work even when the conditions of the soil properties or the like are changed. SOLUTION: A shield machine 2 is installed on the start side, a pipe propelling force applying device 21a is installed on the arrival side, and an advancing pipe 3 is installed in an arc shape by the shield machine 2 and an excavating device 6 provided at the front end of the advancing pipe 3. An expanding pipe 9 is connected to the advancing pipe 3 on the arrival side, the ground is expansively excavated by an expanding device 10 provided at the connection section of the advancing pipe 3 and the expanding pipe 9, and the expanding pipe 9 is drawn by the shield machine 2. When the expanding pipe 9 is connected to an laying pipe 11 and the laying pipe 11 is drawn by the shield machine 2, back tension is applied to the expanding pipe 9 or the laying pipe 11 by the pipe propelling force applying device 21a, and the laying track of a pipe is adjusted, or the backward drawing force is applied by the propelling force applying device 21a, reciprocating action are applied to the pipe together with the forward drawing force of the shield machine 2, and the resistance of the soil properties is reduced.</p>
申请公布号 JPH0941876(A) 申请公布日期 1997.02.10
申请号 JP19950213973 申请日期 1995.08.01
申请人 NIPPON STEEL CORP 发明人 NOZAKI KEITA;OSAWA SHINICHI;SAKUTA KENICHI
分类号 E21D9/093;E21D9/06;F16L1/024;(IPC1-7):E21D9/06 主分类号 E21D9/093
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