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    • 4. 发明专利
    • Cement-solidified soil composition
    • 水泥固化土壤组成
    • JP2007204974A
    • 2007-08-16
    • JP2006023048
    • 2006-01-31
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • SEKO SHIGEKIKOYAMA FUJIOAOKI MINORUKOBAYAKAWA IZUMISAEGUSA DAISUKEYANAGIBASHI KUNIO
    • E02D3/00C04B14/10C04B18/16C04B24/26C04B28/02C09K17/02C09K17/10C09K17/44C09K103/00
    • C04B28/04C04B2111/0031C04B14/361C04B2103/40
    • PROBLEM TO BE SOLVED: To provide a cement-solidified soil composition which can be suitably used for temporary soil improvement and as a substitute for ballasting in the execution of construction work, which is excellent in fluidity during construction, and which can form solidified matter with sufficient strength.
      SOLUTION: The cement-solidified soil composition contains silty soil, sandy soil, concrete-crushed powder, Portland cement, water, and a surface-active agent. Preferably, the mixing ratio of the amount of the concrete-crushed powder to the total amount of the silty soil and the sandy soil, which is 100 pts.mass, is in the range of >40 pts.mass and ≤90 pts.mass; and the 1.0-1.5 pts.mass water, the 2.5-4.5 pts.mass mixture of the silty soil, the sandy soil and the concrete-crushed powder, and the 0.0002-0.02 pt.mass surface-active agent is contained with respect to the 1 pt.mass Portland cement.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种可以适用于临时土壤改良的水泥固化土组合物,并且作为在施工中流动性优异的施工作业中的压载替代物,其可以形成 固体物质具有足够的强度。 解决方案:水泥固化土壤组合物含有粉质土,砂土,混凝土粉碎粉,波特兰水泥,水和表面活性剂。 优选地,混合粉碎粉末的量与粉质土壤和沙土的总量的混合比为100 pts.mass,在> 40 pts.mass和≤90pts.mass的范围内 ; 和1.0-1.5盎司的水,粉碎土壤,砂土和混凝土粉碎粉末的2.5-4.5盎司混合物和0.0002-0.02盎司表面活性剂相对于 1吨的波特兰水泥。 版权所有(C)2007,JPO&INPIT