发明名称 REINFORCING METHOD OF TUNNEL WALL IN TUNNEL EXCAVATION
摘要 PROBLEM TO BE SOLVED: To smoothly and efficiently excavate ground while preventing deformation or sluckness of the ground, even if the ground is soft. SOLUTION: A receive base device 9 for reinforcing members which is transferable in the approaching or separating direction of a tunnel wall, is installed at an appropriate position of the rear part of the skin plate 4a of a tunnel excavator and a bag-form sheet is laid on the receive base device for reinforcing members. Thereafter, the receive base device 9 is positioned at a specified location. In this way, the bag-form sheet 10 is kept between the skin plate 4a and the receive base device 9 for reinforcing members. A hardening agent is injected into the bag-form sheet in accordance with the advance of the tunnel excavator to pressurize the tunnel wall face. And the ground is excavated, while filling the cavity A brought at the rear end of the skin plate 4a in sequence by the expansion of the bag-form sheet 10.
申请公布号 JPH09112188(A) 申请公布日期 1997.04.28
申请号 JP19950269689 申请日期 1995.10.18
申请人 KAWAHARA TSUNEJI 发明人 KAWAHARA TSUNEJI
分类号 E21D9/10;E21D11/00;E21D11/10;E21D11/12;E21D11/15;(IPC1-7):E21D11/00 主分类号 E21D9/10
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