预浸石灰水碳化再生粗骨料混凝土的力学性能
作者:
作者单位:

河南理工大学 土木工程学院,河南 焦作 454003

作者简介:

张春生(1974—),男,河南临颍人,河南理工大学副教授,硕士生导师,硕士.E-mail:zhangchunsheng405@163.com

通讯作者:

丁亚红(1973—),女,河南商丘人,河南理工大学教授,博士生导师,博士.E-mail:dingyahong@hpu.edu.cn

中图分类号:

TU528.01

基金项目:

国家自然科学基金资助项目(U190H88)


Mechanical Properties of Recycled Coarse Aggregate Concrete with Pre-soaking in Lime Water and Carbonated Aggregates
Author:
Affiliation:

School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454003, China

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    摘要:

    采用预浸石灰水碳化法对再生粗骨料进行强化处理,对强化前后再生粗骨料物理性能进行检测,研究了碳化再生粗骨料对混凝土力学性能的影响.同时结合微观测试手段,分析碳化对再生粗骨料的增强机理. 通过立方体抗压、劈裂抗拉及抗折强度试验,研究强化后混凝土各龄期强度变化. 结果表明:预浸石灰水碳化法能够显著改善再生粗骨料的物理性能,其吸水率降低15.2%~22.9%,压碎值降低15.2%~17.7%;碳化后粗骨料的界面过渡区更加密实,有利于再生粗骨料品质的提升;7、28 d的混凝土强度随粗骨料取代率的增大而降低;当粗骨料取代率为50%时,预浸石灰水碳化再生混凝土强度与普通混凝土相当.

    Abstract:

    The recycled coarse aggregates were strengthened by pre-soaking lime water combined with accelerated carbonation, the physical property of recycled coarse aggregates were tested. The effect of carbonated recycled coarse aggregates on the mechanical properties of recycled concrete was investigated, and the strengthening mechanism of carbonation was also analyzed by microscopic testing means. The strength changes of modified recycled concrete at various ages were studied by cubic compressive, splitting tensile and flexural strength tests. The results show that the physical properties of recycled coarse aggregates are significantly improved by pre-soaking lime water combined with carbonation, with 15.2%-22.9% reduction in water absorption and 15.2%-17.7% reduction in crushing index; the interfacial transition zone of recycled concrete is more compact after strengthening, which is beneficial to the quality of recycled coarse aggregates; the strengths at 7, 28 d decrease with the increases of replacement rate; the strength of recycled concrete with coarse aggregates strengthened by pre-soaking in lime water and carbonation is comparable to that of ordenary concrete with 50% replacement rate.

    图1 碳化设备示意图Fig.1 Schematic diagram of carbonization equipment
    图2 碳化前后RCA的吸水率Fig.2 Water absorption of RCA before and after carbonation
    图3 碳化前后RCA的压碎值Fig.3 Crushing value of RCA before and after carbonation
    图4 碳化前后RCA的表观密度变化Fig.4 Apparent density of RCA before and after carbonation
    图5 碳化前后RCA的微观组分变化Fig.5 Change in micro-component of RCA before and after carbonation
    图6 碳化前后RCA与所黏结砂浆ITZ及水化产物的微观形貌Fig.6 Change of ITZ and hydration products of RCA before and after carbonation
    图7 再生混凝土立方体抗压强度随RCA取代率、碳化处理方式和养护龄期的变化Fig.7 Change of cube compressive strength of recycled conerete with RAC substitution rate, carbonation treatment method and curing age
    图8 再生混凝土劈裂抗拉强度随RAC取代率、碳化处理方式和养护龄期的变化Fig.8 Change of splitting tensile strength of recycled concrete with RCA substitution rate, carbonation treatment method and curing age
    图9 再生混凝土抗折强度随RCA取代率、碳化处理方式和养护龄期的变化Fig.9 Change of flexural strength of recycled concrete with RCA substitution rate, carbonation treatment method and curing age
    图10 预浸石灰水碳化增强机理示意图Fig.10 Schematic diagram of mechanism of pre-soaking in lime water and carbonation
    表 1 NA和RCA的物理性能Table 1 Physical properties of NA and RCA
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张春生,李雅婧,丁亚红,武军,宁威.预浸石灰水碳化再生粗骨料混凝土的力学性能[J].建筑材料学报,2022,25(11):1143-1150

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  • 收稿日期:2022-04-27
  • 最后修改日期:2022-07-27
  • 在线发布日期: 2022-11-30
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