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Reinforcing structure of the embankment and the reinforcing method and linear embankment

机译:路堤的加固结构及加固方法和线性路堤

摘要

PROBLEM TO BE SOLVED: To provide a banking reinforcing structure, a reinforcing method and linear banking capable of performing aseismatic reinforcement and sinking countermeasure reinforcement without reaching up to stopping of its giving, while allowing sinking of the banking top end a little in a state of giving banking (such as a railway and a road) at a relatively inexpensive construction cost.;SOLUTION: Reinforcing banking 10 has a first restraining member 1 and a second restraining member 1' arranged on both opposed first slope face and second slope face, a first resistance 3 arranged in the weak ground under the second slope face side and displaced by following displacement of the weak ground, a first tension member 2 for connecting the first resistance 3 to the first restraining member 1, a second resistance 3' arranged in the weak ground under the first slope face side and displaced by following the displacement of the weak ground, and a second tension member 2' for connecting the second resistance 3' to the second restraining member 1'. The respective resistances 3 and 3' are arranged in a weak ground area having a predetermined horizontal displacement quantity in liquefaction.;COPYRIGHT: (C)2009,JPO&INPIT
机译:解决的问题:提供一种堤岸加固结构,加固方法和线性堤岸,其能够进行防震加固和沉没对策加固,而不会达到停止施予的目的,同时允许在不变形的状态下使堤岸顶端略微下沉。解决方案:加固银行业务10具有布置在相对的第一倾斜面和第二倾斜面上的第一约束构件1和第二约束构件1',第一电阻3,其布置在第二倾斜面侧下方的弱地中,并随着该弱地的位移而移动;第一张紧构件2,其用于将第一电阻3连接至第一约束构件1;第二电阻3',其布置在壳体中。弱地面在第一斜面侧下方并通过跟随弱地面的位移而移动,并且第二抗拉构件2'用于连接第二阻力3′施加到第二约束构件1′上。各个电阻3和3'布置在液化时具有预定水平位移量的弱接地区域中。版权所有:(C)2009,JPO&INPIT

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