Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Solidified soil with improved bending resistance and manufacturing method thereof
The invention discloses stabilized soil with enhanced bending resistance, which is prepared from the following raw materials: a soil stabilizer and soil in a mass ratio of (1-2): 10,000, the soil stabilizer is prepared from the following raw materials in parts by weight: 2 to 6 parts of zirconium oxychloride octahydrate, 0.1 to 1 part of cerous nitrate hexahydrate, 5 to 15 parts of pampas grass fiber, 1 to 3 parts of magnesium sulfate whisker, 2 to 8 parts of poly (propylene glycol)-silane-poly (ethylene glycol), 15 to 35 parts of bisphenol A epoxy resin, 0.1 to 1 part of phthalic anhydride, 30 to 40 parts of ordinary Portland cement, 25 to 35 parts of fly ash and 2 to 8 parts of smectite micro powder. 1-5 parts of silica powder, 1-5 parts of sodium silicate, 1-2 parts of a polycarboxylic acid polymer, 1-5 parts of an expanding agent, 1-2 parts of sodium hexametaphosphate and 1-2 parts of alkyl dimethyl benzyl ammonium chloride. The invention discloses a manufacturing method of the solidified soil with enhanced bending resistance.
本发明公开了一种增强抗弯性能的固化土，其原料包括：土壤固化剂和土壤，土壤固化剂和土壤的质量比为1‑2：10000；土壤固化剂的原料按重量份包括：八水合氧氯化锆2‑6份，硝酸铈六水合物0.1‑1份，蒲苇纤维5‑15份，硫酸镁晶须1‑3份，聚(丙二醇)‑硅烷‑聚(乙二醇)2‑8份，双酚A环氧树脂15‑35份，邻苯二甲酸酐0.1‑1份，普通硅酸盐水泥30‑40份，粉煤灰25‑35份，蒙皂石微粉2‑8份，硅微粉1‑5份，硅酸钠1‑5份，聚羧酸系聚合物1‑2份，膨胀剂1‑5份，六偏磷酸钠1‑2份，烷基二甲基苄铵氯化铵1‑2份。本发明公开了上述增强抗弯性能的固化土制作方法。
Solidified soil with improved bending resistance and manufacturing method thereof
The invention discloses stabilized soil with enhanced bending resistance, which is prepared from the following raw materials: a soil stabilizer and soil in a mass ratio of (1-2): 10,000, the soil stabilizer is prepared from the following raw materials in parts by weight: 2 to 6 parts of zirconium oxychloride octahydrate, 0.1 to 1 part of cerous nitrate hexahydrate, 5 to 15 parts of pampas grass fiber, 1 to 3 parts of magnesium sulfate whisker, 2 to 8 parts of poly (propylene glycol)-silane-poly (ethylene glycol), 15 to 35 parts of bisphenol A epoxy resin, 0.1 to 1 part of phthalic anhydride, 30 to 40 parts of ordinary Portland cement, 25 to 35 parts of fly ash and 2 to 8 parts of smectite micro powder. 1-5 parts of silica powder, 1-5 parts of sodium silicate, 1-2 parts of a polycarboxylic acid polymer, 1-5 parts of an expanding agent, 1-2 parts of sodium hexametaphosphate and 1-2 parts of alkyl dimethyl benzyl ammonium chloride. The invention discloses a manufacturing method of the solidified soil with enhanced bending resistance.
本发明公开了一种增强抗弯性能的固化土，其原料包括：土壤固化剂和土壤，土壤固化剂和土壤的质量比为1‑2：10000；土壤固化剂的原料按重量份包括：八水合氧氯化锆2‑6份，硝酸铈六水合物0.1‑1份，蒲苇纤维5‑15份，硫酸镁晶须1‑3份，聚(丙二醇)‑硅烷‑聚(乙二醇)2‑8份，双酚A环氧树脂15‑35份，邻苯二甲酸酐0.1‑1份，普通硅酸盐水泥30‑40份，粉煤灰25‑35份，蒙皂石微粉2‑8份，硅微粉1‑5份，硅酸钠1‑5份，聚羧酸系聚合物1‑2份，膨胀剂1‑5份，六偏磷酸钠1‑2份，烷基二甲基苄铵氯化铵1‑2份。本发明公开了上述增强抗弯性能的固化土制作方法。
Solidified soil with improved bending resistance and manufacturing method thereof
一种增加抗弯性能的固化土及其制作方法
LUO RENBIN (Autor:in) / YANG JUN (Autor:in) / LIU RUI (Autor:in) / GONG GUIQING (Autor:in) / LIU WENJING (Autor:in) / YU DEYONG (Autor:in) / TANG SHIYUAN (Autor:in) / ZHANG HENG (Autor:in) / FAN JIANJUN (Autor:in) / ZHANG JIAN (Autor:in)
05.09.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
C04B
Kalk
,
LIME
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