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CONSTRUCTION METHOD OF SOIL-CEMENT CONTINUOUS WALL, AND SOIL-CEMENT CONTINUOUS WALL

机译:水泥—水泥连续墙的施工方法及水泥—水泥连续墙

摘要

PROBLEM TO BE SOLVED: To easily dig up a part close to the ground surface even in a part where a soil-cement continuous wall is constructed.;SOLUTION: H-shape steel 2 serving as a core material is embedded in a lower part of the soil-cement continuous wall 1 (only partially shown in the figure), and long fiber 3 is embedded in an upper part (a part close to the ground surface). The H-shape steel 2 and long fiber 3 are connected by a connecting member 4. Even in the case of having to dig up the part close to the ground surface for gas piping work or the like, not the H-shape steel but only the long fiber 3 is embedded in the part close to the ground surface. There is therefore no need to remove the H-shape steel 2, and dig-up work can be performed comparatively easily.;COPYRIGHT: (C)2008,JPO&INPIT
机译:解决的问题:即使在构造水泥土连续墙的部分中,也可以轻松挖出靠近地面的部分。解决方案:将H型钢2作为核心材料嵌入到地下室的下部。在土壤-水泥连续壁1(图中仅部分示出)中,长纤维3埋入上部(靠近地面的部分)。 H型钢2和长纤维3通过连接部件4连接。即使在为了进行气体配管等而必须将靠近地面的部分挖开的情况下,H型钢也不是,而是长纤维3埋在靠近地面的部分。因此,无需拆下H型钢2,并且挖掘工作相对容易进行。;版权所有:(C)2008,JPO&INPIT

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