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Effect of temperature on the hydration process and strength development in blends of Portland cement and activated coal gangue or fly ash 被引量:3
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作者 Pei-ming WANG Xian-ping LIU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2011年第2期162-170,共9页
This paper describes the results of an investigation into the effect of the variation of curing temperatures between 0 and 60 °C on the hydration process,pore structure variation,and compressive strength developm... This paper describes the results of an investigation into the effect of the variation of curing temperatures between 0 and 60 °C on the hydration process,pore structure variation,and compressive strength development of activated coal gangue-cement blend(ACGC) . Hardened ACGC pastes cured for hydration periods from 1 to 360 d were examined using the non-evaporable water method,thermal analysis,mercury intrusion porosimetry,and mechanical testing. To evaluate the specific effect of activated coal gangue(ACG) as a supplementary cementing material(SCM) ,a fly ash-cement blend(FAC) was used as a control. Results show that raising the curing temperature accelerates pozzolanic reactions involving the SCMs,increasing the degree of hydration of the cement blends,and hence increasing the rate of improvement in strength. The effect of curing temperature on FAC is greater than that on ACGC. The pore structure of the hardened cement paste is improved by increasing the curing temperature up to 40 °C,but when the curing temperature reaches 60 °C,the changing nature of the pore structure leads to a decrease in strength. The correlation between compressive strength and the degree of hydration and porosity is linear in nature. 展开更多
关键词 Activated coal gangue (ACG) Fly ash (FA) Blended cement HYDRATION Curing temperature STRENGTH
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硅酸盐熟料-煤矸石/粉煤灰混合水泥水化模型研究 被引量:14
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作者 王培铭 刘贤萍 +2 位作者 胡曙光 吕林女 马保国 《硅酸盐学报》 EI CAS CSCD 北大核心 2007年第S1期180-186,共7页
对两种不同3CaO·SiO_2(C_3S)含量的硅酸盐水泥和分别掺有30%(质量分数,下同)煤矸石和30%粉煤灰的混合水泥中水化产物含量变化和形态进行了研究,建立了水化产物量变模型和水化产物形态模型,分析了模型的主要特征和意义。相同龄期,高... 对两种不同3CaO·SiO_2(C_3S)含量的硅酸盐水泥和分别掺有30%(质量分数,下同)煤矸石和30%粉煤灰的混合水泥中水化产物含量变化和形态进行了研究,建立了水化产物量变模型和水化产物形态模型,分析了模型的主要特征和意义。相同龄期,高C_3S硅酸盐水泥比低C_3S硅酸盐水泥生成更多的水化硅酸钙(calcium silicate hydrate,CSH)凝胶和氢氧化钙。含混合材的水泥水化时,CSH凝胶在水化早期和后期有两个增长幅度较大的阶段,并且1年后形成的CSH凝胶量与纯硅酸盐水泥的相当。水泥水化产物与混合材的二次水化反应较慢,研究掺有混合材水泥更长龄期的水化产物含量及结构变化,将有助于理解混合材对水泥性能的作用机理。 展开更多
关键词 水化模型 水化机理 硅酸盐水泥 混合水泥 煤矸石 粉煤灰
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利用锅炉粉煤灰作水泥掺合材技术研究
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作者 皇甫守义 《大氮肥》 CAS 2003年第3期214-216,共3页
针对四角喷燃型锅炉、煤种为王庄矿低硫煤所产生粉煤灰 ,做了水泥掺合试验研究工作 ,并进行了规模生产。在取得符合国标要求合理配比方案的基础上 ,发现利用粉煤灰做水泥掺合材料 ,使水泥粉磨能力提高 15 %~ 2 0 % 。
关键词 锅炉粉煤灰 水泥 掺合材 掺合 配比
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