发明名称 TUNNELING METHOD
摘要 PROBLEM TO BE SOLVED: To provide a tunneling method which can reuse excavated soil as concrete without constructing a special plant on the ground, can easily adjust the amount of excavated soil for construction of the concrete, and further can reuse excavated soil generated in a mud shield method. SOLUTION: A mud shield method for carrying out excavation and concrete placement in a tunnel pit 22, comprises an excavated soil carrying-out step of carrying excavated soil to the outside 20 of the tunnel pit, an excavated soil introducing step of introducing part of the excavated soil in a mixer 8 in the tunnel pit 22, a hardener charging step of charging a harder in the mixer 8, and a kneading step of kneading the excavated soil and the hardener in the mixer 8, by the same. The excavated soil carrying-out step corresponds to a step of carrying the excavated soil to the outside via soil conveying pipes 4, 5 of two systems, and the excavated soil introducing step corresponds to a step of introducing the excavated soil in the soil conveying pipe 5 to the mixer 8, by operating a switching valve 6 provided for the soil conveying pipe 5.
申请公布号 JP2000282791(A) 申请公布日期 2000.10.10
申请号 JP19990086701 申请日期 1999.03.29
申请人 NISHIMATSU CONSTR CO LTD 发明人 SUZUKI KYUICHI;TANAKA YOSHIRO;SAIDA SHINICHI;SATO YASUHIKO;NISHIDA NORIYUKI;KANAMARU SHINICHI
分类号 E21D9/12;E21D11/10;(IPC1-7):E21D9/12 主分类号 E21D9/12
代理机构 代理人
主权项
地址