首页|搅拌站废浆对水泥水化硬化的影响机理

搅拌站废浆对水泥水化硬化的影响机理

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为减少搅拌站废浆对环境影响和促进废浆回收利用,本文利用搅拌站废浆替代部分拌合水,通过凝结时间、抗压强度、电阻率、水化热、孔结构测试和水化产物分析,研究废浆对水泥水化硬化的影响.结果表明,掺入废浆后,试样的凝结时间缩短,抗压强度提高,DSC曲线中第二放热峰出现时间提前,3 d电阻率增大,水化产物生成量增多,孔隙率降低.废浆掺量越高,促凝效果越好,水化产物Ca(OH)2生成量越高.当废浆掺量为100%(质量分数)、放置时间为12 h时,试样的初凝时间和终凝时间较空白组分别缩短了 69和87 min,28 d龄期时Ca(OH)2生成量增多,对试样强度提升效果最佳,较空白组3 d强度提升了 36.2%,7 d强度提升了 32.7%,28 d强度提升了 8.1%.
Influence Mechanism of Waste Slurry in Mixing Station on Hydration Hardening of Cement
In order to reduce the environmental impact of waste slurry from the mixing station and promote the recycling of waste slurry,the influence of waste slurry on hydration and hardening process of cement was studied through the setting time,compressive strength,resistivity,hydration heat,pore structure test and hydration product analysis and by using waste slurry to replace part of mixing water.The results show that after adding waste slurry,the setting time of sample is shortened,the compressive strength increases,the second exothermic peak in the DSC curves appears in advance,3 d resistivity increases,the amount of hydration products increases,and the porosity decreases.The higher waste slurry content is,the better the effect of coagulation is,and the higher hydration product Ca(OH)2 content is.When waste slurry content is 100%(mass fraction)and the storage time is 12 h,the initial setting time and the final setting time of sample are shortened by 69 and 87 min,respectively,compared with the blank group.At the age of 28 d,the production of Ca(OH)2 increases,and the improving effect of strength of sample is the best,which increases by 36.2%at 3 d,32.7%at 7 d,and 8.1%at 28 d compared with the blank group.

waste slurrycompressive strengthhydrationelectrical resistivityhydration heatpore structure

丁正、廖国胜、廖宜顺、何军林、胡思达

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武汉科技大学城市建设学院,湖北武汉 430065

武汉科技大学高性能工程结构研究院,武汉 430065

城市更新湖北省工程研究中心,武汉 430065

南昌辉蝶混凝土有限公司,南昌 330006

中建三局第一建设工程有限责任公司,武汉 430040

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废浆 抗压强度 水化 电阻率 水化热 孔结构

湖北省建设科技项目国家自然科学基金

厅头[2022]2198号-6451608402

2024

硅酸盐通报
中国硅酸盐学会 中材人工晶体研究院

硅酸盐通报

CSTPCD北大核心
影响因子:0.698
ISSN:1001-1625
年,卷(期):2024.43(3)
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