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GROUT TO BE POURED INTO GROUND BY GAP FILLING PROCESS

机译:灌浆过程将灌浆灌入地面

摘要

PURPOSE:To prepare the titled grout which reduces frictional resistance between a propelling pipe and the ground and develops strength as back-filling agent, prepared by mixing 1st solution containing sodium hydrogencarbonate, bentonite and a highly water-absorptive resin, with 2nd solution containing sodium silicate and a highly water-absorptive resin. CONSTITUTION:The grout is prepared by mixing (A) 1st solution consisting of 20-50kg of sodium hydrogencarbonate, 20-50kg of bentonite, 0.3-0.4kg of a highly water-absorptive resin (vinyl alcohol/acrylic acid copolymer having a particle diameter of about 0.5mm.) and the balance of water (all per 100l), with (B) 2nd solution consisting of 20-50l of a sodium silicate solution, 0.2-0.3kg of a highly water-absorptive resin and the balance of water (all per 100l) in nearly equal amounts.
机译:目的:制备标题浆,以降低推进管与地面之间的摩擦阻力并增强回填剂的强度,方法是将包含碳酸氢钠,膨润土和高吸水性树脂的第一溶液与包含钠的第二溶液混合制备硅酸盐和高吸水性树脂。组成:灌浆是通过将(A)由20-50kg碳酸氢钠,20-50kg膨润土,0.3-0.4kg高度吸水树脂(粒径为乙烯醇/丙烯酸共聚物)组成的第一溶液混合而制备的(约0.5毫米)和水的余量(每100升),(B)第二溶液由20-50升的硅酸钠溶液,0.2-0.3千克的高吸水性树脂和余量的水组成(每100公升),用量几乎相等。

著录项

  • 公开/公告号JPS59196387A

    专利类型

  • 公开/公告日1984-11-07

    原文格式PDF

  • 申请/专利权人 NIHON KOUKAN KOUJI KK;

    申请/专利号JP19830070143

  • 发明设计人 HARA NAOKI;

    申请日1983-04-22

  • 分类号C09K17/00;C09K17/42;C09K17/46;C09K17/48;C09K103/00;E21D9/06;

  • 国家 JP

  • 入库时间 2022-08-22 09:38:50

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