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 |
代理机构 |
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代理人 |
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主权项 |
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地址 |
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