期刊文献+

掺粉煤灰再生混凝土反向湿度响应规律与预测模型研究 被引量:5

Study on Reverse Humidity Response Law and Forecast Model of Recycled Concrete Mixed with Fly Ash
下载PDF
导出
摘要 在模拟人工气候环境条件下,开展了再生粗骨料取代率和粉煤灰掺量对再生混凝土力学性能及其在干燥过程中反向湿度响应的影响研究。基于传质学的相关理论,提出了粉煤灰再生混凝土反向湿度响应的预测模型并验证了其可行性。试验结果表明:混凝土28 d抗压强度随着再生粗骨料取代率和粉煤灰掺量的增大均呈现先增大后减小的趋势;粉煤灰掺量一定时,再生粗骨料取代率为25%的混凝土抗压强度达到最大;再生粗骨料取代率一定时,粉煤灰掺量(质量分数)为10%的抗压强度最大;在同一反向湿度响应时刻,再生粗骨料取代率为25%时混凝土反向湿度响应速率最低,取代率为0%,50%,75%,100%的混凝土湿度响应速率依次增大;粉煤灰掺量为10%的混凝土反向湿度响应速率最低,掺量为0%,20%和30%的湿度响应速率依次增大;在反向湿度响应的早期,2种影响因素对混凝土的反向响应速率影响更大;随着湿度响应的进行,影响逐渐减小,且随着粉煤灰掺量的增大,不同时间段的反向湿度响应速率差距逐渐增大。 The effects of the replacement rate of recycled coarse aggregate and fly ash content on the mechanical properties of recycled concrete and its reverse humidity response in the drying process were studied under simulated artificial climate conditions.Based on the relevant theories of mass transfer,a prediction model of the reverse humidity response of fly ash recycled concrete was proposed and its feasibility was verified.The test results show that the 28 d compressive strength of concrete increases firstly and then decreases with the increase of the replacement rate of recycled coarse aggregate and the content of fly ash.When the fly ash content is constant,the compressive strength of concrete with the replacement rate of recycled coarse aggregate of 25%reaches the maximum.When the replacement rate of recycled coarse aggregate is constant,the compressive strength of fly ash content of 10%is the maximum.At the same time of reverse humidity response,when the replacement rate of recycled coarse aggregate is 25%,the concrete reverse humidity response rate is the lowest,and the replacement rate of 0%,50%,75%and 100%increases successively.Concrete with fly ash content of 10%has the lowest humidity response rate,while those with content of 0%,20%and 30%increase in turn.In the early stage of the reverse humidity response,the two influencing factors have greater influence on the reverse response rate of concrete.With the development of humidity response,the influence is gradually smaller.In addition,with the increase of fly ash content,the difference of the reverse humidity response rate in different time periods gradually increases.
作者 蒋建华 吴琦 付用全 眭源 林明益 JIANG Jian-hua;WU Qi;FU Yong-quan;SUI Yuan;LIN Ming-yi(College of Civil and Transportation Engineering,Hohai University,Nanjing 210024,Jiangsu,China)
出处 《建筑科学与工程学报》 CAS 北大核心 2021年第5期47-55,共9页 Journal of Architecture and Civil Engineering
基金 国家自然科学基金项目(51408192) 中央高校基本科研业务费专项资金项目(B200202232)。
关键词 再生混凝土 粉煤灰 抗压强度 反向湿度响应 预测模型 recycled concrete fly ash compressive strength reverse humidity response prediction model
  • 相关文献

参考文献5

二级参考文献31

  • 1徐有邻,沈文都,汪洪.钢筋砼粘结锚固性能的试验研究[J].建筑结构学报,1994,15(3):26-37. 被引量:220
  • 2孙香花,左晓宝.低周反复荷载作用下带竖缝高强混凝土剪力墙承载力研究[J].工业建筑,2006,36(7):53-56. 被引量:11
  • 3王琼梅,王刚,许淑芳.钢筋混凝土空心剪力墙抗震性能分析[J].四川建筑科学研究,2006,32(5):156-160. 被引量:5
  • 4黄东升.剪力墙结构的分析与设计[M].北京:中国水利水电出版社,2005:26-40.
  • 5徐有邻 邵卓民 沈文都.钢筋与混凝土的粘结锚固强度.建筑科学,1988,(4):10-16.
  • 6GB50011-2010,建筑抗震设计规范[S].
  • 7JGJ3-2010,高层建筑混凝土结构技术规程[S].
  • 8Shen Xiaopu, Ma Wei, Chen Xintang, et al. Experimental study on the seismic performance of the vertical joint seam of superimposed concrete wall panels[C]. International Conference on Technology of Architecture and Structure (ICTAS2009). Shanghai, China: Tongji University Press, 2009: 669-682.
  • 9Hossain K M A, Wright H D. Behaviour of composite walls under monotonic and cyclic shear loading[J]. Structural Engineering and Mechanics, 2004, 17(1): 69- 85.
  • 10Eom Tae-Sung, Park Hong-Gun, Lee Cheol-Ho, et al. Behavior of double skin composite wall subjected to in-plane cyclic loading[J]. Journal of Structural Engineering, 2009, 135(10): 1239-1249.

共引文献106

同被引文献83

引证文献5

二级引证文献16

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部