发明名称 CONSTRUCTION METHOD OF UNDERGROUND WALL, CONSTRUCTION SYSTEM OF UNDERGROUND WALL, AND WALL CONSTRUCTION DEVICE
摘要 PROBLEM TO BE SOLVED: To prevent the collapse of the ground and construct a tunnel continuously by pulling a tunnel wall construction device having a cross section equal to a cross sectional dimension of a tunnel wall along a scheduled line and constructing the tunnel wall in a rear gap. SOLUTION: Many pilot holes 10 are digged on a tunnel wall scheduled line in the soil 2 from a second construction pit 8 toward a first construction pit 6 to install a casing string 16. The casing string 16 is connected with a tip of a tunnel wall construction device 30 which has a cross section equal to that of a part of a tunnel wall and is provided with a vibration unit in a conical front end part to pull it by a traction means 32 toward the second construction pit 8. At this time, the friction between the soil 2 and the tunnel wall construction device 30 is reduced due to the vibration and the injection of fluid supplied through the casing string 16. A wall material is jetted into a rear gap of the tunnel wall construction device 30 to construct the tunnel wall. Since the earth and sand inside a tunnel are digged out after the construction is completed, it is possible to avoid the collapse and sinking of the ground and construct the tunnel continuously.
申请公布号 JPH1181869(A) 申请公布日期 1999.03.26
申请号 JP19980197380 申请日期 1998.07.13
申请人 HEEREMA ONDERGRONDSE INFRASTRUKTUREN BV 发明人 LAMMERTINK MARINUS CHRISTIAAN;VAN VOORDEN RUTGER CHRISTIAAN;BROEDER RENE
分类号 E02B5/02;E21B7/20;E21B7/26;E21B7/30;E21D9/04;E21D9/06;E21D9/087;E21D9/10;E21D11/10;(IPC1-7):E21D9/06 主分类号 E02B5/02
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