A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author) / YANG JUN (author) / LIU RUI (author) / GONG GUIQING (author) / LIU WENJING (author) / YU DEYONG (author) / TANG SHIYUAN (author) / ZHANG HENG (author) / FAN JIANJUN (author) / ZHANG JIAN (author)
2023-09-05
Patent
Electronic Resource
Chinese
IPC:
C04B
Kalk
,
LIME
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