共查询到20条相似文献,搜索用时 62 毫秒
1.
2.
3.
4.
5.
研究了粉煤灰-水泥复合胶凝材料的流动性、强度、干缩性能和抗氯离子渗透性能.研究结果表明:混凝土的坍落度随粉煤灰掺量的增加而增加;混凝土的 1d、3d 和 7d 的强度随粉煤灰掺量的增加而降低,28d和 56d 的抗压强度随粉煤灰掺量的增加呈现先增加后降低的趋势,在粉煤灰掺量为 20%时达到最大值;掺有粉煤灰的混凝土试件... 相似文献
6.
7.
8.
粉煤灰脱硫石膏复合胶凝材料的配合比与水化 总被引:1,自引:0,他引:1
在活性激发剂作用下,将粉煤灰、脱硫石膏和水泥混合,制备成一种新型的复合胶凝材料,然后在优选试验基础上确定了复合胶凝材料的基本配合比.研究了典型配合比粉煤灰-脱硫石膏-水泥净浆在复合激发剂作用下的水化过程,结果表明:粉煤灰早期火山灰活性显著提高;脱硫石膏除自身析晶、具有一定的增强效应外,还是粉煤灰火山灰活性理想的硫酸盐激发剂.粉煤灰3d即开始明显水化,脱硫石膏对粉煤灰水化活性激发效果明显. 相似文献
9.
水泥-粉煤灰复合胶凝材料水化程度的研究 总被引:6,自引:2,他引:4
通过化学结合水量和粉煤灰反应程度的测定,研究了水泥-粉煤灰复合胶凝材料的水化程度.结果表明:粉煤灰的掺入降低了复合胶凝材料的总水化程度,但促进了复合胶凝材料中水泥的水化程度;粉煤灰掺量越大,粉煤灰自身的反应程度越低,水泥水化的程度越高;高温养护对早期复合胶凝材料总水化程度以及粉煤灰的反应程度均有显著的提高作用,但却阻碍了后期复合胶凝材料总水化程度的进一步提升;水胶比对各水化程度趋势的影响较小;90 d粉煤灰反应程度的突增降低了复合胶凝材料中水泥水化程度相对指数,水泥水化对于复合胶凝材料化学结合水量的贡献更多体现在水化早期(28 d前),而粉煤灰的贡献则体现在水化后期(28 d后). 相似文献
10.
11.
《Construction and Building Materials》2007,21(7):1480-1485
In this study a new type of lime–fly ash–phosphogypsum binder was prepared to improve the performances of lime–fly ash binder which was a typical semi-rigid road base material binder in China. The modified lime powder had much higher activity than ordinary quick lime or slaked lime powder, it was the best alkali activator to prepare lime–fly ash–phosphogypsum binder. The optimum formulation of this binder was consisted of 8–12% modified lime, 18–23% phosphogypsum and 65–74% fly ash. The parallel experiments shown that lime–fly ash–phosphogypsum binder had higher strength than ordinary lime, cement, and lime–fly ash stabilized soils road base materials, granular soils stabilized with this binder had higher later strength than that of lime–fly ash or cement stabilizing granular soil, it had higher early strength and steady strength development. The phosphogypsum hastened the pozzuolana reactions between the lime and fly ash, it reacted with lime and fly ash also, this reaction formed some AFt and the formation of AFt brought on a slight expansivity which could compensate the shrinkage of the binder. The pore structure of this binder was finer than that of the lime–fly ash, so the strength and performances of the road base material stabilized with lime–phosphogypsum–fly ash binder was much higher than those of the lime–fly ash road base material. 相似文献
12.
聚合物改性氯氧镁胶凝材料性能的研究 总被引:1,自引:0,他引:1
简述了普通氯氧镁胶凝材料水化硬化特性及存在的易吸潮返卤,泛霜,耐水性差的原因;通过聚合物改性显著地提高了材料的性能,为该材料的广泛应用与发展提供了重要的技术途径。 相似文献
13.
14.
通过开发先改性后乳化工艺生产的乳化改性沥青,并作为防水黏结剂使用于复合式刚柔性隧道路面的防水黏结层,经过实验室组合结构拉拔及组合结构剪切试验,得出乳化改性沥青渗水系数低,与水泥混凝土拉拔强度可达1.5 MPa以上,组合结构拉拔强度达0.58 MPa,组合结构剪切能够达1.28 MPa,乳化改性沥青可以作为一项优良的防水... 相似文献
15.
蒸汽养护条件下水泥-粉煤灰复合胶凝材料的水化性能研究 总被引:4,自引:0,他引:4
通过测定不同龄期净浆的化学结合水量和抗压强度。研究了在蒸汽养护条件下粉煤灰掺量、细度对水泥-粉煤灰复合胶凝材料水化性能的影响。试验结果表明:蒸汽养护条件提高了水泥-粉煤灰复合胶凝材料的早期水化速度,并且提高了硬化浆体抗压强度。在蒸汽养护条件下,细度不同的粉煤灰对水泥-粉煤灰复合胶凝材料的化学结合水量影响不大,而超细粉煤灰的密实填充和微集料效应增加了硬化浆体的抗压强度;粉煤灰掺量的增加,降低了水泥一粉煤灰复合胶凝材料的化学结合水量和硬化浆体的抗压强度,但促进了水泥的早期水化。 相似文献
16.
粉煤灰高性能混凝土的配制及机理研究 总被引:2,自引:0,他引:2
通过恰当的低水胶比,掺加适性细掺合料和混凝土高效外加剂,研制成粉煤灰高性能混凝土,介绍了粉煤灰高性能混凝土的配制及性能,并对活性细掺合料提高混凝土的强度,抗渗性及抗冻性的机理进行了分析研究。 相似文献
17.
《Construction and Building Materials》1999,13(7):363-369
The effect of altering compositions of cementless pressed building units on compressive strength was examined through tests of specimens composed of oil shale and coal fly ash binder, sand and water. The influence of compaction pressures applied in the molding process and various curing conditions on compressive strength were studied. Through X-ray diffraction analysis, crystalline phases in cementing matter that was generated in moist and steam curing were identified. Results of production experiments in a block-making plant are described. It is shown that high-performance blocks, corresponding to standard requirements, can be manufactured on current production equipment. 相似文献
18.