Effect of Limestone Powder Content and Particle Size on Mechanical Properties of Cement-based Materials
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摘要:
这是一篇陶瓷及复合材料领域的论文。通过混料设计原理设计石灰石粉水泥配合比,对石灰石粉掺量及粒径对石灰石粉-硅酸盐水泥体系力学性能的影响展开了研究;并通过X射线衍射(XRD)、低场核磁共振技术(NMR)等技术对掺入0.44 mm和0.025 mm石灰石粉的硅酸盐水泥净浆水化物相及微孔结构展开了分析。结果表明,两种石灰石粉对早期抗压强度起负面作用;但随着水化的进行,在一定掺量范围内的石灰石粉对水泥后期强度有一定的增强作用,当掺量超过该范围后抗压强度随着掺量的增加而逐渐减小。石灰石粉的掺入虽使得水化产物中生成了有利于水泥石力学性能的水化碳铝酸钙,但其对微孔结构的粗化,使得石灰石粉掺量超过一定值后石灰石粉水泥试件抗压强度大幅降低。
Abstract:This is an article in the field of ceramics and composites. The mix proportion of limestone powder cement is designed based on the mixture design principle, and the effects of limestone powder content and particle size on the mechanical properties of limestone powder Portland cement system are studied. The hydrate phase and microporous structure of portland cement paste mixed with 0.44 mm and 0.025 mm limestone powder were analyzed by X-ray diffraction (XRD) and low field nuclear magnetic resonance (NMR). The results show that the two limestone powders have a negative effect on the early compressive strength. However, with the progress of hydration, limestone powder within a certain dosage range can enhance the later strength of cement. When the dosage exceeds this range, the compressive strength decreases gradually with the increase of dosage. Although the addition of limestone powder produces hydrated calcium carboaluminate in the hydration products which is conducive to the mechanical properties of cement stone, its coarsening of microporous structure greatly reduces the compressive strength of limestone powder cement specimens when the content of limestone powder exceeds a certain value.
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Key words:
- Ceramics and composites /
- Limestone powder /
- Strength /
- Pore structure /
- Hydration products
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表 1 水泥和石灰石粉主要化学成分/%
Table 1. Main chemical composition of cement and limestone powders
材料 SiO2 Al2O3 Fe2O3 CaO MgO TiO2 SO3 K2O MnO P2O5 水泥 19.56 4.35 3.36 61.14 1.71 0.33 3.28 0.63 0.27 0.28 石灰石粉 1.15 0.25 0.21 67.09 6.43 0.03 0.04 0.05 0.01 0.01 表 2 石灰石粉水泥配合比及其抗压强度
Table 2. Limestone powder cement ratios and their compressive strengths
组 配合比/ % 抗压强度/MPa 0.044 mm 0.025 mm 水泥 3 d 7 d 28 d LC-1 0.0 0.0 100.0 37.7 45.9 57.0 LC-2 12.5 0.0 87.5 33.1 42.8 54.3 LC-3 25.0 0.0 75.0 28.5 37.2 46.3 LC-4 0.0 12.5 87.5 33.6 42.2 55.6 LC-5 0.0 25.0 75.0 27.1 37.0 50.9 LC-6 4.2 4.2 91.6 34.4 46.3 60.4 LC-7 8.3 8.3 83.4 30.4 40.2 57.3 LC-8 12.5 12.5 75.0 28.8 37.2 45.6 LC-9 4.2 16.7 79.1 29.0 38.3 53.0 LC-10 16.7 4.2 79.1 31.1 38.4 47.2 -
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