基本信息:
- 专利标题: FLEXIBLE STRUCTURE TYPE IMMERSED TUNNEL AND CONSTRUCTION METHOD THEREFOR
- 申请号:JP35477198 申请日:1998-12-14
- 公开(公告)号:JP2000178990A 公开(公告)日:2000-06-27
- 发明人: TAHICHI TOSHIO , UEDA MASAAKI , HONMA SHIGEKI
- 申请人: KAJIMA CORP
- 专利权人: KAJIMA CORP
- 当前专利权人: KAJIMA CORP
- 优先权: JP35477198 1998-12-14
- 主分类号: E02D29/07
- IPC分类号: E02D29/07
摘要:
PROBLEM TO BE SOLVED: To enhance the efficiency of underwater tunnel construction work by connecting a plurality of unit box bodies in axial direction with connecting members coupled continuously, neighboring unit boxes are jointed through a water stop material thereby constructing sunk boxes, installing them on sea floor by connecting the sunk boxes together and reducing the section force acting to the sunk boxes. SOLUTION: A plurality of sunk boxes 1 are constructed by interposing a water expandable water stop material 4 having a high expandability to the jointing surfaces of a plurality of the unit box bodies 2, 2 and then jointing them together using a plurality of coupling cables 3, and a sunk box 1 is constructed. Unit box bodies 2a at the end portions of the sunk boxes 1, 1 butted together, bottom portions of both the notched parts are jointed with water stop plates 16, joint fittings 11 are jointed together, concrete 17 is placed in a recessed portion 9 consisting of the notched parts, a water stop grout material 14 is poured into the filled space 13 and is jointed to a rigid jointing state. Coupling between the sunk boxes 1 is in a state of rigid connection, but the unit box bodies 2 forming each sunk box 1 are coupled with a plurality of flexible coupling cables 3 and the water stop rubber 4, so that they are able to freely follow up differential settlement and crustal movement thereby decreasing the section force in the sunk box 1 in order to avoid the occurrence of a great section force.
公开/授权文献:
- JP3446640B2 公开/授权日:2003-09-16