CO2强化再生骨料的特性及其对再生混凝土性能的影响
2021-09-13高越青潘碧豪梁超锋肖建庄何智海
高越青 潘碧豪 梁超锋 肖建庄 何智海



摘 要:CO2强化不同品质和粒径再生骨料的特性研究尚不系统和完善。在约20% CO2浓度和自然环境压力条件下,考虑再生粗骨料(RCA)品质和粒径的影响,试验测试了CO2强化再生骨料(CRCA)的碳化率、CO2吸收率、碱度、残留CO2气体含量、吸水率及CO2强化再生骨料混凝土(CRAC)的抗压强度和抗氯离子渗透性能。结果表明:CO2强化再生骨料的碳化率和CO2吸收率随再生骨料水灰比的增加而增加;CO2强化显著降低了再生骨料的碱度,且CO2强化再生骨料粒径越小、水灰比越低,其残留CO2气体含量越高;CO2强化显著降低了再生骨料的吸水率,明显提升CO2强化再生骨料混凝土的抗压强度和抗氯离子渗透性能。
关键词:再生骨料;再生骨料混凝土;CO2强化;CO2吸收率;残留CO2
中图分类号:TU528.09 文献标志码:A 文章编号:2096-6717(2021)06-0095-08
Abstract: The properties of CO2-modified recycled aggregates with different qualities and particle sizes have not been investigated systematically and comprehensively. In the conditions of 20% CO2 concentration and natural environmental pressure, considering the effect of recycled coarse aggregate (RCA) quality and particle size, the carbonization rate, CO2 absorption, alkalinity, water absorption of CO2-modified recycled coarse aggregate (CRCA) and residual CO2 content in CRCA were investigated; the compressive strength and chloride penetration resistance of CO2-modified recycled coarse aggregate concrete (CRAC) were also evaluated. The results show that the carbonization rate and CO2 absorption of CRCA increase with the increase of CRCA water-cement ratio; the CO2 modification significantly reduces the alkalinity of RCA; the smaller particle size and lower water-cement ratio of CRCA, the more CO2 sequestrates in CRCA; the CO2 modification remarkably reduces the water absorption of CRCA and significantly improves the compressive strengths and chloride penetration resistance of CRAC.
Keywords:recycled aggregate; recycled aggregate concrete; CO2 modification; CO2 absorption; residual CO2 content
CO2過量排放导致全球变暖已成为世界性环境问题。水泥和混凝土作为使用最为广泛的建筑材料,其生产过程所排放的CO2气体约占目前人类CO2总排放量的5%~8%[1],建筑行业减少原材料的使用对减少CO2气体排放至关重要。随着中国城市化进程的推进,城镇化建设和基础设施建设对混凝土需求巨大,砂石等天然资源日益短缺;同时,中国每年产生建筑废弃物数量巨大,处置困难,对环境污染和工程安全造成极大隐患[2]。因此,利用废弃混凝土生产再生骨料和制备再生骨料混凝土(RAC)可减少CO2排放,保存资源,保护环境,推进土木工程材料的可持续发展[3]。
再生骨料表层附着多孔老砂浆,其吸水率和压碎值明显高于天然骨料;RAC内存在更多薄弱界面过渡区,故其力学性能和耐久性能往往低于天然骨料混凝土(NAC)[4-5],这都一定程度制约了RAC在结构工程中的应用。……
