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JOINT FOR COMPOSITE SEGMENT RECEIVING NEGATIVE BENDING MOMENT

机译:复合段接收负弯矩的接头

摘要

PURPOSE: To connect composite segments together by alternately meshing the comb teeth-like projections of outside steel plates, and thrusting a long bolt into both bolt holes positioned coincidently in the axial direction. ;CONSTITUTION: An inside steel plate 6 and an outside steel plate 2 are arranged in parallel on the inner face and the outer face of a composite segment. A fold piece 7 is formed in the tunnel center direction at the end section of the inside steel plate 6. Multiple comb teeth-like projections 3 are formed in the direction-perpendicular to the tunnel axial direction at the end section of the outside steel plate 2, and a bolt hole 4 penetrating in the tunnel axial direction is provided nearly at the central position. Six comb teeth-like projections 3 in all are provided at the tip section of the outside steel plate 2, six comb teeth-like projections 3 are provided at the other tip section of the outside steel plate 2 at the meshing positions with the mating projections 3, and the outside steel plates 2 are alternately meshed with each other. End faces of placed concrete 11, 11 are closely stuck together, a long bolt 5 is thrust into the bolt holes 4 positioned coincidently, and both outside steel plates 2, 2 are connected together.;COPYRIGHT: (C)1997,JPO
机译:目的:通过交替啮合外部钢板的梳齿状突起,并将长螺栓插入轴向上重合的两个螺栓孔中,将复合材料段连接在一起。组成:内侧钢板6和外侧钢板2平行布置在复合段的内表面和外表面上。在内侧钢板6的端部沿隧道中心方向形成有折叠片7。在外侧钢板的端部沿与隧道轴向垂直的方向形成有多个梳齿状的突起3。如图2所示,在隧道的轴向上贯通的螺栓孔4几乎设置在中央位置。在外侧钢板2的前端部总共设置有六个梳齿状突起3,在外侧钢板2的另一端部处与配合突起的啮合位置处设置有六个梳齿状突起3。如图3所示,外侧钢板2相互交替啮合。放置的混凝土11、11的端面紧密贴合在一起,将长螺栓5插入重合的螺栓孔4中,并将两个外侧钢板2、2连接在一起。;版权所有:(C)1997,JPO

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