发明名称 地中遮水壁構築材料
摘要 PROBLEM TO BE SOLVED: To provide an underground impervious wall construction material suitable for constructing an underground impervious wall for confining a contaminated material by forming an excavation groove so that the groove surrounds a contaminated ground and charging the groove by pouring soil cement into the groove.SOLUTION: An underground impervious wall construction material used for constructing an underground impervious wall 5 for confining a contaminated material by forming an excavation groove 3 so that the groove surrounds a contaminated ground 1 and charging the groove 3 by pouring soil cement 4 into the groove 3 is made of a stirred mixture of cement, sand, bentonite, a plasticizer, and water. Mixing weight ratios between the cement, sand, and bentonite are within ranges of 10 to 16 parts by weight of the sand and 0.2 to 1 part by weight of the bentonite relative to 1 part by weight of the cement. The soil cement has a water permeability coefficient after hardening equal to or smaller than 1×10cm/s, and a flow value after 4 hours after kneading and mixing equal to or larger than 160 mm.
申请公布号 JP5999718(B2) 申请公布日期 2016.09.28
申请号 JP20140049347 申请日期 2014.03.12
申请人 株式会社鴻池組 发明人 大山 将
分类号 E02D5/18;B09B1/00;C04B14/10;C04B24/26;C04B28/02 主分类号 E02D5/18
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