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    • 1. 发明专利
    • Low-strength mortar filling using shirasu
    • 使用SHIRASU的低强度MORTAR填充
    • JP2004002203A
    • 2004-01-08
    • JP2003304702
    • 2003-08-28
    • Toyo Constr Co Ltd東洋建設株式会社
    • TAKAHASHI KOJIHORII YOSUKEYASUTAKE ATSUHISAYASUDA MASAYUKISUEOKA EIJISANO SEISHI
    • C04B28/02C04B14/14C04B18/08C04B111/70
    • Y02W30/92
    • PROBLEM TO BE SOLVED: To provide a low-strength mortar filling which is a filling filled into the cavity of ground and is used instead of an air mortar filling having such a limitation that it is difficult to use an existing ready-mix concrete plant.
      SOLUTION: The low-strength mortar filling used is a mortar prepared by mixing cement with fly ash, SHIRASU (a kind of pumiceous sand), and water. The filling contains at least 800 kg/m
      3 SHIRASU. The mortar flow of the filling is set at 180 mm or higher. The weight ratio SH/P is at least 2.5 (wherein SH is SHIRASU, and P is the powder comprising the cement and an inorganic powder). The weight ratio FA/P is 0.7 or higher (wherein FA is the inorganic powder and P is as defined above). The weight ratio W/C is 4.0 or higher (wherein W is water, and C is the cement).
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:为了提供填充在地面空腔中的填充物,而不是空气砂浆填充物的低强度砂浆填充物,其限制是难以使用现有的预混料 混凝土厂。

      解决方案:使用的低强度砂浆填充是通过将水泥与粉煤灰,SHIRASU(一种浮石砂)和水混合而制备的砂浆。 填充物含有至少800kg / m 3 / SP> SHIRASU。 填充物的砂浆流量设定为180mm以上。 重量比SH / P至少为2.5(其中SH为SHIRASU,P为包含水泥和无机粉末的粉末)。 重量比FA / P为0.7以上(其中FA为无机粉末,P如上所述)。 重量比W / C为4.0以上(W为水,​​C为水泥)。 版权所有(C)2004,JPO