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Upper concrete impermeable structure of revetment impermeable wall

机译:护岸防渗墙的上部混凝土防渗结构

摘要

PROBLEM TO BE SOLVED: To provide an upper concrete impervious structure of an impervious wall, in which a storage capacity of waste in a sea disposal site can be increased, and also an initially planned storage capacity of waste can be increased later even in the existing or constructing disposal site, and thereby high reliability is assured.SOLUTION: An upper concrete impervious structure is formed by connecting the revetment structures 2 with each other with an impervious joint part 2A and constructed on an upper part of an impervious wall 3. An impervious joint filler 13A comprising impervious materials such as asphalt mixtures is installed in the range H from the height of an upper surface of upper concrete 8 of the joint part 9 between the upper concrete 8 to the height of at least the upper end surface of the impervious joint part 2A. An impervious structure continued in the vertical direction is formed between the joint part 9 and the impervious joint part 2A corresponding to this.
机译:要解决的问题:提供一种不透水墙的上部混凝土不透水结构,其中可以增加废物在海上处置场的存储量,而且即使在现有环境中,后来也可以提高最初计划的废物的存储量解决方案:上部混凝土不透水结构是通过将护岸结构2与不透水接头部分2A相互连接而形成的,并构造在不透水壁3的上部。在从上部混凝土8之间的接合部9的上部混凝土8的上表面的高度到至少不透水的上端面的高度的范围H内,安装有由沥青混合料等不透水材料制成的填缝剂13A。接头部分2A。在接头部9与不透水的接头部2A之间形成有沿上下方向连续的不透水结构。

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