A platform for research: civil engineering, architecture and urbanism
Nano silicon dioxide and hybrid fiber reinforced geopolymer concrete capable of improving compressive strength and preparation method of nano silicon dioxide and hybrid fiber reinforced geopolymer concrete
The invention provides nano-silica and hybrid fiber reinforced geopolymer concrete for improving compressive strength and a preparation method thereof, and belongs to the technical field of geopolymer concrete. The geopolymer concrete is prepared from geopolymer concrete and a reinforcing material, the mixing amount of fly ash in the raw materials of the geopolymer concrete is 568-580 kg/m < 3 >, and the mass ratio of the fly ash to aggregate to an alkali activator to water is (4.6-4.8): (11-12): (1.6-1.8): 1; the mass ratio of water glass to sodium hydroxide in the alkali activator is (175-185): (26-30); the doping amount of the nano silicon dioxide is 0.5-2%; the volume mixing amount of the polyvinyl alcohol fiber is 0.2-0.8%; the volume mixing amount of the steel fibers is 0.25-1.0%. The nano silicon dioxide, the polyvinyl alcohol fiber and the steel fiber are doped into the geopolymer concrete, so that not only can the working performance of the geopolymer concrete be improved, but also the compressive strength of the geopolymer concrete can be improved.
本发明提供了一种提高抗压强度的纳米二氧化硅和混杂纤维增强地聚合物混凝土及其制备方法,属于地聚合物混凝土技术领域。由地聚合物混凝土和增强材料制成,地聚合物混凝土的原料中粉煤灰的掺量为568~580kg/m3,粉煤灰、骨料、碱激发剂和水的质量比为4.6~4.8:11~12:1.6~1.8:1;碱激发剂中水玻璃和氢氧化钠的质量比为175~185:26~30;纳米二氧化硅的掺量为0.5~2%;聚乙烯醇纤维的体积掺量为0.2~0.8%;钢纤维的体积掺量为0.25~1.0%。本发明在地聚合混凝土中掺入纳米二氧化硅、聚乙烯醇纤维和钢纤维不仅能够改善地聚合物混凝土的工作性能,还能提高地聚合混凝土的抗压强度。
Nano silicon dioxide and hybrid fiber reinforced geopolymer concrete capable of improving compressive strength and preparation method of nano silicon dioxide and hybrid fiber reinforced geopolymer concrete
The invention provides nano-silica and hybrid fiber reinforced geopolymer concrete for improving compressive strength and a preparation method thereof, and belongs to the technical field of geopolymer concrete. The geopolymer concrete is prepared from geopolymer concrete and a reinforcing material, the mixing amount of fly ash in the raw materials of the geopolymer concrete is 568-580 kg/m < 3 >, and the mass ratio of the fly ash to aggregate to an alkali activator to water is (4.6-4.8): (11-12): (1.6-1.8): 1; the mass ratio of water glass to sodium hydroxide in the alkali activator is (175-185): (26-30); the doping amount of the nano silicon dioxide is 0.5-2%; the volume mixing amount of the polyvinyl alcohol fiber is 0.2-0.8%; the volume mixing amount of the steel fibers is 0.25-1.0%. The nano silicon dioxide, the polyvinyl alcohol fiber and the steel fiber are doped into the geopolymer concrete, so that not only can the working performance of the geopolymer concrete be improved, but also the compressive strength of the geopolymer concrete can be improved.
本发明提供了一种提高抗压强度的纳米二氧化硅和混杂纤维增强地聚合物混凝土及其制备方法,属于地聚合物混凝土技术领域。由地聚合物混凝土和增强材料制成,地聚合物混凝土的原料中粉煤灰的掺量为568~580kg/m3,粉煤灰、骨料、碱激发剂和水的质量比为4.6~4.8:11~12:1.6~1.8:1;碱激发剂中水玻璃和氢氧化钠的质量比为175~185:26~30;纳米二氧化硅的掺量为0.5~2%;聚乙烯醇纤维的体积掺量为0.2~0.8%;钢纤维的体积掺量为0.25~1.0%。本发明在地聚合混凝土中掺入纳米二氧化硅、聚乙烯醇纤维和钢纤维不仅能够改善地聚合物混凝土的工作性能,还能提高地聚合混凝土的抗压强度。
Nano silicon dioxide and hybrid fiber reinforced geopolymer concrete capable of improving compressive strength and preparation method of nano silicon dioxide and hybrid fiber reinforced geopolymer concrete
一种提高抗压强度的纳米二氧化硅和混杂纤维增强地聚合物混凝土及其制备方法
ZHANG PENG (author) / ZHAO YUANYUAN (author) / LIU JIANFENG (author) / ZHENG JIE (author) / YUAN WEISUO (author) / GUO JINJUN (author) / LOU SHENGJIA (author) / ZHANG RUI (author) / CHENG GUANGMING (author) / WANG XIXI (author)
2023-09-01
Patent
Electronic Resource
Chinese
IPC:
C04B
Kalk
,
LIME
Nano silicon dioxide/hybrid fiber reinforced geopolymer concrete and preparation method thereof
European Patent Office | 2023
|Preparation method of hybrid fiber and nano material reinforced geopolymer concrete
European Patent Office | 2022
|Geopolymer fiber reinforced concrete and preparation method thereof
European Patent Office | 2015
|European Patent Office | 2023
|