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DSP强化与预处理的再生骨料混凝土强度及破坏机理分析
引用本文:张学兵,方志,郭雪怡,徐晓伟,唐卓,樊萱,匡成钢.DSP强化与预处理的再生骨料混凝土强度及破坏机理分析[J].工业建筑,2012,42(4):15-20.
作者姓名:张学兵  方志  郭雪怡  徐晓伟  唐卓  樊萱  匡成钢
作者单位:1. 湖南大学土木工程学院,长沙410082/湘潭大学土木工程与力学学院,湖南湘潭411105
2. 湖南大学土木工程学院,长沙,410082
3. 湘潭大学土木工程与力学学院,湖南湘潭,411105
基金项目:国家自然科学基金资助项目,2011年“国家级大学生创新性实验计划”项目,湖南大学2011年度大学生创新性实验和创新训练(SIT)计划重点项目
摘    要:研究DSP浆液预处理再生骨料混凝土的强度和直接在组分中加入DSP浆液强化再生混凝土的强度,并与基准再生混凝土进行对比。试验结果表明,无论是立方体抗压强度,还是棱柱体抗压强度,DSP浆液强化再生混凝土的强度均为最高,比基准再生混凝土棱柱体强度提高25.6%(或26.7%);而对于DSP浆液预处理再生骨料混凝土,7 d立方体抗压强度高于基准再生混凝土,28 d立方体抗压强度则低于基准再生混凝土,28 d棱柱体抗压强度则各有高低。并对再生混凝土的破坏机理进行了分析。

关 键 词:DSP浆液  处理工艺  抗压强度  破裂面  界面  破坏机理

STRENGTH AND FAILURE MECHANISM ANALYSIS OF RECYCLED AGGREGATE CONCRETE IMPROVED BY DSP GROUT
Zhang Xuebing,Fang Zhi,Guo Xueyi,Xu Xiaowei,Tang Zhuo,Fan Xuan,Kuang Chenggang.STRENGTH AND FAILURE MECHANISM ANALYSIS OF RECYCLED AGGREGATE CONCRETE IMPROVED BY DSP GROUT[J].Industrial Construction,2012,42(4):15-20.
Authors:Zhang Xuebing  Fang Zhi  Guo Xueyi  Xu Xiaowei  Tang Zhuo  Fan Xuan  Kuang Chenggang
Affiliation:1.Civil Engineering College,Hunan University,Changsha 410082,China; 2.Civil Engineering & Mechanics College,Xiangtan University,Xiangtan 411105,China)
Abstract:The strength of recycled concrete was studied whose recycled coarse aggregate was preprocessed by DSP grout.At the same time,the strength of recycled concrete added DSP grout as part of the concrete directly in the mixing process was also studied,but also with a comparison of the basic recycled concrete.The results show that for the cube compressive strength and prism compressive strength,the strength of recycled concrete improved by DSP grout is the highest,respectively,increased by 25.6%(or 26.7%) as compared to the prism compressive strength of the basic recycled concrete.And for DSP grout pretreatment recycled aggregate concrete,7 d cube compressive strength is higher than the basic recycled concrete,28 d cube compressive strength is lower than the basic recycled concrete,28d prism compressive strength is high and low.In addition,the failure mechanism of the recycled concrete is analyzed.
Keywords:DSP grout  process  compressive strength  failure surface  interface  failure mechanism
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