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INJECTION METHOD OF HARDENER GROUTING IN SANDY-SOIL GROUND

机译:砂土地面中Hardener灌浆的注入方法

摘要

PROBLEM TO BE SOLVED: To provide a ground-hardener grouting construction method, in which the usage of bentonite, etc. is abolished and the generation itself of excess slime is inhibited, which is gentle to environment and in which the improvement effect of a ground and the preparation effects of a supporting layer and a cutoff layer can be ensured sufficiently. ;SOLUTION: A thickening solution and air are injected and grouted to a soil ground in a section, to which a hardener is grouted at the time of the lowering of a grouting rod 1, and a pit-wall protective improving layer Z is prepared and self-standing is imparted while the layer Z is utilized even as a barrier filtering the harmful component of slime. The excess moisture, etc. of relaxed soil are lifted by injecting air from an upper injection nozzle at the time of the grouting of the hardener, and the filling effect of the hardener is improved while upwelling onto the ground of the hardener having an adverse effect on environment is inhibited.;COPYRIGHT: (C)1999,JPO
机译:要解决的问题:提供一种地面硬化剂灌浆施工方法,该方法可以取消膨润土等的使用,并抑制过量的粘泥本身的产生,这对环境是温和的,并且可以改善地面的效果。并且可以充分确保支撑层和截止层的制备效果。 ;解决方案:将增稠溶液和空气注入并灌浆到一段土壤中,然后在降低灌浆棒1的同时将固化剂灌浆到该段土壤中,并制备井壁保护改进层Z并当层Z被用作过滤粘液中有害成分的屏障时,可以赋予自立性。在固化剂灌浆时,通过从上喷嘴注入空气来释放松弛土壤中的多余水分等,并且在固化剂地面上产生不利影响的同时提高了固化剂的填充效果。禁止使用;;版权所有:(C)1999,日本特许厅

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