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Seismic 耐越 stream bank structure

机译:Seismic 耐越 stream bank structure

摘要

PROBLEM TO BE SOLVED: To secure the strength of a rear side structure part of a bank body and to reduce damage of a tsunami in an inland part in multi-stage when the tsunami occurred when earthquake occurred overflows an upper surface of the bank body.;SOLUTION: A mat-like body in which grid-like holes are disposed is laid on a back slope surface of a banking body 140 in which a plurality of banking reinforcing materials 160 are embedded at spaces in the direction of height by using a cloth form. A part of concrete is filled into the banking body 140 from the grid-like holes of the mat-like body and a concrete slope surface slab 190 is constructed so that it projects into the banking body 140. In this case, a structural wall body 110 or a front wall body consisting of the mat-like body using the cloth form is constructed on the front side of the banking body 140. The front wall body resists the wave load of a tsunami to the front side of the banking body.;COPYRIGHT: (C)2014,JPO&INPIT
机译:要解决的问题:在发生地震时发生海啸的情况下,确保堤岸主体的后侧结构部分的强度并在多阶段减少海啸对内陆部分的破坏,堤岸的上表面溢出。 ;解决方案:将布置有网格状孔的垫状体放置在堤坝体140的后倾斜表面上,在堤坝体140中,通过使用布沿高度方向在空间上嵌入多个堤坝增强材料160形成。混凝土的一部分从垫状体的网格状孔填充到堤坝体140中,并且构造混凝土斜面板190以使其突出到堤坝体140中。在这种情况下,结构墙体在堤坝体140的前侧构造有前壁体110或由垫状体构成的前壁体,该前壁体抵抗海啸向堤坝体的前侧的海浪载荷。版权:(C)2014,日本特许厅和INPIT

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