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1.
高性能水泥基材料及其精细制品已成为当代胶凝亲的重要研究方向,本文介绍了该方向理论研究与技术研究取得的主要进展,并对其涵义、研究内容及发展进行了探讨。 相似文献
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聚合物—铝酸—钙界面组成与结构的XPS研究 总被引:3,自引:0,他引:3
从复合材料界面的角度,采用XPS综合方法研究了水泥基聚合物复合材料的高强特别是高抗弯强度的微观机理。结果表明,在材料界面上存在明显的电子结合能化学位移效应,并被证实为聚合物与无机水泥的化学键合所致。界面层的深度分析发现,掺加聚合物的材料界面具有良好的化学和物理结构。作者认为这种材料的高强机理主要是由于两种基质界面间的有效化学键合作用,形成了良好的界面结构,因此,可认为这种作用大于有的学者所解释的聚合物的单一物理作用。 相似文献
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N-layered spherical inclusions model was used to calculate the effective diffusion coefficient of chloride ion in cement-based materials by using multi-scale method and then to investigate the relationship between the diffusivity and the microstructure of cement-basted materials where the microstructure included the interfacial transition zone(ITZ)between the aggregates and the bulk cement pastes as well as the microstructure of the bulk cement paste itself.For the convenience of applications,the mortar and concrete were considered as a four-phase spherical model,consisting of cement continuous phase,dispersed aggregates phase,interface transition zone and their homogenized effective medium phase.A general effective medium equation was established to calculate the diffusion coefficient of the hardened cement paste by considering the microstructure.During calculation,the tortuosity(n)and constrictivity factors(Ds/D0)of pore in the hardened pastes are n≈3.2,Ds/D0=1.0×10-4respectively from the test data.The calculated results using the n-layered spherical inclusions model are in good agreement with the experimental results;The effective diffusion coefficient of ITZ is 12 times that of the bulk cement for mortar and 17 times for concrete due to the difference between particle size distribution and the volume fraction of aggregates in mortar and concrete. 相似文献
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Porosity is one of the most important parameters for cement-based materials,which influences the mechanical property,transport property,and durability.The spatial and frequency distributions of local porosity of cement pastes are characterized using X-ray micro-tomography data and treating methods.The 3D spatial distributions for three cement paste specimens with different water cement(w/c)ratios show reasonable heterogeneity.The probability analysis also reveals this heterogeneity:the representative volume element(RVE)size based on porosity maps decreases with w/c ratio firstly,then increases with w/c ratio;and the heterogeneity on the characterized probe size or on the RVE size increases with w/c ratio.Average porosities obtained using the CT method are further compared with those by traditional methods. 相似文献
6.
杨全兵 《武汉理工大学学报(材料科学英文版)》2013,28(6):1118-1121
Effects of calcined coal gangue (CG) aggregates treated by the surface thermal activation on the flowability and strength, and paste-CG aggregate interfaces of the cement-based material were investigated. The experimental results show that the compressive and flexural strength of the cement-based material with the calcined CG aggregates is much higher than that of the material with the natural CG aggregates, but the flowability of the material with calcined CG is significantly reduced with the calcined time. The strength of the material with the calcined CG aggregates only increases little with the calcined time at the same w/c ratio, but is reduced with the calcined time at the same flowability. The CG aggregates calcined by the surface thermal activation obviously overcomes the disadvantages of fully calcined CG. 相似文献
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In this study, the error of stray impedance during measurement and interpretation of the AC impedance of cement-based materials was evaluated based on a proposed reasonable correction method. The results indicated that the stray impedance produces approximately 60% and 35% modulus errors at 15 MHz frequency, and 1.68–55.30% and 10.72–153.58% errors of the interpreted parameters for 210-d and 3-d curing concrete, respectively. The stray impedance of the two electrodes and the extra shorting wire introduced in the traditional correction method (Zei) produce approximately 45% and 15% modulus errors at 15 MHz frequency, and 0.94–82.81% and 49.03–96.71% errors of the interpreted parameters for 210-d and 3-d curing concrete, respectively. The proposed method eliminates the Zei and contains only extra introduced contact resistance between the shorting wire and the two electrodes (Rcls). However, the Rcls produce less than 1% modulus and the interpreted parameters errors, indicating that the proposed method is accurate. 相似文献
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水泥基材料经瞬时高温作用后,随受火温度不同,表现出不同的爆裂与力学性能。研究了掺加不同矿物掺和料的水泥基材料在不同的瞬时高温作用后爆裂与力学性能的影响。结果表明:在100 ℃和300 ℃瞬时高温作用下,所有试样外观完整,未发生爆裂;600 ℃时,所有试件发生粉碎性爆裂。与室温下水泥基材料的物理力学性能相比,在经历瞬时100 ℃作用后,试样的抗压、抗折强度损失率分别达到15%和30%以上;经受300 ℃作用后,强度恢复至室温时强度水平;温度高于300 ℃时,随温度的升高,强度逐渐降低;当温度高于600 ℃时,强度急剧衰减。其中,复掺20%矿粉和10%硅灰的试样经历的低温(≤300 ℃)作用后,抗压、抗折强度均随温度的增加而提高。SEM分析表明,经600 ℃高温作用2 h后,硬化水泥浆体C-S-H整体结构疏松,水化产物连续相被分割为非连续相。 相似文献
10.
碳纳米管由于其优异的性能,正迅速成为一种最有应用前景的纳米材料,对其改善水泥基复合材料的研究也成为纳米材料领域的热点。详细综述了碳纳米管通过纤维桥联、纤维拔出、网络填充改善水泥基复合材料性能的微观机理及研究进展,为其宏观性能提供了理论解释。 相似文献