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Method of making grouting materials to be poured into lining rear cavity of tunnel

机译:灌入隧道衬砌后腔的灌浆材料的制作方法

摘要

PURPOSE: A preparation method of a grouting material for the back hollow of lining of a tunnel is provided which satisfies the standard of the grouting material as a cement mixed paste exhibiting a strength of 38.4 kg/cm¬2 higher than 10 kg/cm¬2 that is the standard strength of a backfill grouting agent shown in tunnel specifications, and minimizes a bleeding rate due to the optimal combination ratio. CONSTITUTION: A preparation method of a grouting material for the back hollow of lining of a tunnel comprises blending 320 kg/m¬3 of cement, 420 kg/m¬3 of fly ash, 101 kg/m¬3 of bentonite and 672 kg/m¬3 of water, wherein the weight ratio of cement : fly ash : bentonite is 38 : 50 : 12 and the weight ratio of the blend materials : water is 1 : 0.65 - 0.85. The prepared backfill grouting material with high quality is efficiently used in the increasing tunnel constructions and repair works of superannuated tunnels.
机译:目的:提供一种用于隧道衬砌后空洞的灌浆材料的制备方法,该灌浆材料满足作为水泥混合浆料的灌浆材料的标准,该水泥混合浆料的强度比10 kg / cm 3高38.4 kg /cm¬2。这是隧道规格中所示的回填灌浆剂的标准强度,如图2所示,并且由于最佳的混合比例,使渗出率降至最低。组成:一种用于隧道衬砌后空洞的灌浆材料的制备方法,包括掺混320千克/立方米的水泥,420千克/立方米的粉煤灰,101千克/立方米的膨润土和672千克/ m 3的水,其中水泥:粉煤灰:膨润土的重量比为38∶50∶12,共混物:水的重量比为1∶0.65-0.85。所制备的高质量回填灌浆材料可有效地用于不断增长的隧道建设和过时隧道的维修工作。

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