| 废砖骨料对再生混凝土抗压与收缩性能的影响 |
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| 引用本文： | 安新正,牛薇,杨莹莹,张亚飞,刘燕.废砖骨料对再生混凝土抗压与收缩性能的影响[J].河北工程大学学报,2017,34(3):56-59,73. |
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| 作者姓名： | 安新正 牛薇 杨莹莹 张亚飞 刘燕 |
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| 作者单位： | 河北工程大学 土木工程学院结构实验教学示范中心, 河北 邯郸 056038,河北工程大学 土木工程学院结构实验教学示范中心, 河北 邯郸 056038,河北工程大学 土木工程学院结构实验教学示范中心, 河北 邯郸 056038,河北工程大学 土木工程学院结构实验教学示范中心, 河北 邯郸 056038,河北农业大学 城乡建设学院, 河北 保定 071001 |
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| 基金项目： | 河北省自然科学基金资助项目（E2015204111）；河北省科学技术研究与发展计划项目（15273609D） |
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| 摘 要： | 以废砖粗骨料的等体积取代率为变化因素,在分析预吸水处理与裹浆处理条件下,废砖粗骨料等体积取代废弃混凝土粗骨料对再生混凝土抗压强度影响的基础上,着重探讨了废砖粗骨料体积取代率对再生混凝土收缩变形性能的影响。研究结果表明,等体积取代率为25%时,预吸水处理与裹浆处理均可最有效地降低再生混凝土的收缩变形,而对再生混凝土抗压强度却没有明显的降低作用。等体积取代率为25%时,预吸水处理下再生混凝土的抗收缩变形性能优于裹浆处理,而裹浆处理下再生混凝土抗压强度高于预吸水处理。
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| 关 键 词： | 废砖粗骨料 预处理 再生混凝土 等体积取代率 收缩与抗压性能 |
| 收稿时间： | 2017/4/24 0:00:00 |
Influence of waste brick coarse aggregate on compressive and shrinkage of recycled concrete |
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| Authors: | AN Xinzheng NIU Wei YANG Yingying ZHANG Yafei and LIU Yan |
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| Affiliation: | Structural Experiment Teaching Demonstration Center of College of Civil Engineering, Hebei University of Engineer, Hebei Handan, 056038, China,Structural Experiment Teaching Demonstration Center of College of Civil Engineering, Hebei University of Engineer, Hebei Handan, 056038, China,Structural Experiment Teaching Demonstration Center of College of Civil Engineering, Hebei University of Engineer, Hebei Handan, 056038, China,Structural Experiment Teaching Demonstration Center of College of Civil Engineering, Hebei University of Engineer, Hebei Handan, 056038, China and College of Urban and Rural Construction, Agricultural University of Hebei, Hebei Baoding, 071001, China |
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| Abstract: | Taking equal volume replacement ratio of waste brick coarse aggregate as variable, the paper, based on discussing the influence of the waste brick coarse aggregate on the compressive strength of recycled concrete by replacing waste concrete coarse aggregate on equal volume, explores emphatically the impact of the volume replacement ratio of waste brick coarse aggregate to the shrinkage and deformation of recycled concrete. The results show that the volume replacement rate is 25%, water treatment and pre wrapped treatment can most effectively reduce the shrinkage deformation of recycled concrete, and the compressive strength of recycled concrete is not reduced obviously. When the volume replacement ratio is 25%, the shrinkage resistance of recycled concrete is better than that of wrapping treatment, and the compressive strength of wrapped slurry processing recycled concrete is higher than that of pre absorption treatment. |
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| Keywords: | waste brick coarse aggregate pretreatment recycled concrete equal volume replacement ratio shrinkage and compressive properties |
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