首页> 外国专利> CIVIL ENGINEERED STRUCTURE, PACKING LAYER RETAINER FOR CIVIL ENGINEERED STRUCTURE, AND METHOD OF CONSTRUCTING CIVIL ENGINEERED STRUCTURE

CIVIL ENGINEERED STRUCTURE, PACKING LAYER RETAINER FOR CIVIL ENGINEERED STRUCTURE, AND METHOD OF CONSTRUCTING CIVIL ENGINEERED STRUCTURE

机译:民用工程结构,民用工程结构的填料层保持器以及民用工程结构的构造方法

摘要

PROBLEM TO BE SOLVED: To provide a revetment which minimizes degradation in uniting capability of a backfilling material layer to a backfilling concrete wall surface even if the thickness of the backfilling material layer must be reduced.;SOLUTION: The revetment 1 is constructed by arranging the backfilling material layer 26 and a layer of natural stones 24 on a surface of the inclined backfilling concrete wall surface 8a in this order in a direction separating from the backfilling concrete wall surface 8a. Each natural stone 24 is mounted on the backfilling material layer 26 via mounting anchors 25, and the backfilling material layer 26 is held on a backfilling concrete wall 8 by packing retainers 13. Thus the uniting capability of the backfilling material layer 26 to the backfilling concrete wall 8 is enhanced, and therefore even if the thickness of the backfilling material layer 26 must be reduced, degradation in the uniting capability of the backfilling material layer 26 to the backfilling concrete wall 8 is minimized, to thereby enhance the reliability of the backfilling material layer 26 as a mounting object of the natural stones 24.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:解决的问题:提供一种护墙面,即使必须减小回填材料层的厚度,也能最大程度地降低回填材料层与回填混凝土墙表面的结合能力下降;解决方案:护面1是通过布置在倾斜的回填混凝土壁表面8a的表面上按与回填混凝土壁表面8a分开的方向依次排列回填材料层26和天然石材层24。每个天然石材24通过安装锚固件25安装在回填材料层26上,并且回填材料层26通过填充保持架13保持在回填混凝土壁8上。因此,回填材料层26与回填混凝土的结合能力增强了墙壁8的厚度,因此,即使必须减小回填材料层26的厚度,也可以使回填材料层26与回填混凝土墙8的结合能力的降低最小化,从而提高回填材料的可靠性。层26作为天然石材24的安装对象。版权所有:(C)2006,JPO&NCIPI

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