发明名称 JOINT METHOD FOR UNDERGROUND CONTINUOUS WALL, JOINT METHOD FOR UNDERGROUND CONTINUOUS WALL AND STRUCTURAL BODY, AND DRILLING METHOD FOR THE WALL
摘要 PROBLEM TO BE SOLVED: To eliminate the washing of stabilizer or joint section such as deteriorated slime or the like difficult of withdrawal when the joint section is solidified because it is in the ground when a continuous wall is connected, eliminate the roughening of the surface of concrete when the continuous wall is connected with a structural body, omit a process such as bending of a reinforcing bar, welding of a stud bolt or the like and to provide a method having an opening without cutting the concrete when the opening is made in the underground continuous wall for a passage connected to the underground of a building. SOLUTION: As a form formed by laminating a foam synthetic resin plate or a waterproof treated paper or a synthetic resin thin plate or a metal foil honeycomb core panel, it is mounted to a cage 3 through a joint steel 1 or the cage 3 or a reinforcing bar of a structural body, it is erected in an excavated premises, and the form is removed after concrete is placed to provide the joint of a wall, the joint of an underground continuous wall and the structural body and a drilling section of the underground continuous wall.
申请公布号 JP2001055734(A) 申请公布日期 2001.02.27
申请号 JP19990229608 申请日期 1999.08.16
申请人 OOKA HIROYASU 发明人 OOKA HIROYASU
分类号 E02D29/045;E02D5/20;E21D13/00;(IPC1-7):E02D5/20 主分类号 E02D29/045
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