首页|溶蚀环境下自密实再生混凝土微观性能研究

溶蚀环境下自密实再生混凝土微观性能研究

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为了探究钙溶蚀对自密实再生混凝土微观性能的影响机理,考虑再生粗骨料取代率与粉煤灰掺量的影响,开展了氯化铵溶液加速钙溶蚀条件下自密实再生混凝土的微观性能试验研究.试验结果表明,随着溶蚀龄期增长,自密实再生混凝土超声波速减小,最可几孔径和大毛细孔占比增大,普通自密实再生混凝土孔隙率持续增大,掺有粉煤灰的自密实再生混凝土孔隙率先减小后增大.同一溶蚀龄期内,随着再生粗骨料取代率的增加,自密实混凝土超声波速减小,内部pH值和溶蚀过渡区尺寸减小;随着粉煤灰掺量的增加,自密实再生混凝土超声波速先增大后减小,内部pH值和溶蚀过渡区尺寸增大.溶蚀过程中,当粉煤灰掺量为 10%、20%时,自密实再生混凝土孔隙结构细化,抗溶蚀性能提升,而当粉煤灰掺量为 30%时,自密实再生混凝土孔隙结构劣化,抗溶蚀性能下降.
Study on the Micro-properties of Self-compacting Recycled Concrete Under Calcium Dissolution Environment
To explore the mechanism of the influence of calcium dissolution on the micro properties of self-compacting recycled concrete(SCRC),considering the effects of the replacement rate of recycled coarse aggregate(RCA)and the dosage of fly ash(FA),an experimental study was con-ducted on the micro properties of SCRC under accelerated calcium dissolution conditions using am-monium chloride solution.The experimental results show that as the dissolution age increases,the ultrasonic velocity of SCRC decreases,and the proportion of most probable and large capillary pores increases.The porosity of ordinary SCRC continues to increase,while the porosity of SCRC mixed with FA first decreases and then increases.Within the same dissolution age,as the replacement rate of RCA increases,the ultrasonic velocity of SCRC,and the internal pH value and size of the dissolution transition zone decrease;With the increase of FA content,the ultrasonic velocity of SCRC first increases and then decreases,and the internal pH value and the size of the dissolution transition zone increase.During the dissolution process,when the FA content is 10%or 20%,the pore structure of SCRC is refined and its resistance to dissolution is improved.However,when the FA content is 30%,the pore structure of SCRC deteriorates and its resistance to dissolution decrea-ses.

self-compacting concretecalcium dissolutionreplacement rate of RCAcontent of FA

蒋建华、张巍、赵克寒、马福良

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河海大学 土木与交通学院,江苏 南京 210098

自密实混凝土 钙溶蚀 再生粗骨料取代率 粉煤灰掺量

2024

河北工程大学学报(自然科学版)
河北工程大学

河北工程大学学报(自然科学版)

CSTPCD
影响因子:0.543
ISSN:1673-9469
年,卷(期):2024.41(6)