期刊文献+

再生粗骨料预处理及再生混凝土徐变试验研究 被引量:29

Experimental Study on Pretreatment of Recycled Coarse Aggregate and Creep Behavior of Recycled Aggregate Concrete
在线阅读 下载PDF
导出
摘要 采用预湿法、净浆裹石法和掺硅灰净浆裹石法对再生粗骨料进行预处理,然后制备再生混凝土.研究不同再生粗骨料取代率(质量分数)和不同再生粗骨料预处理法对再生混凝土徐变性能的影响.以普通混凝土徐变预测模型(ACI209模型)为基础,考虑再生粗骨料取代率、预处理法的影响,提出了再生混凝土徐变预测模型(修正ACI209模型).结果表明:加荷150d时,再生粗骨料取代率50%,100%的再生混凝土总徐变度较普通混凝土分别增加19%和53%;3种预处理方法对减小再生混凝土的徐变变形均有明显效果,能使加荷150d的再生混凝土徐变度降低11%到24%.修正ACI209模型对再生混凝土徐变的预测效果良好. Three kinds of different pretreatment methods i. e. pre-wet, steep liquor wrapped stone craft and incorporation of silica fume steep liquor wrapped stone craft were adopted to treat the recycled coarse aggregate (RCA) for the recycled aggregate concrete. The influences of replacement rates(by mass) and pretreatment methods of RCA on the creep behavior of recycled aggregate concrete were studied. Based on the creep predic- tion model(ACI209 model) of normal concrete(NC), the influences of replacement rates and pretreatment methods of RCA were considered by the creep prediction model of RAC(modified ACI209 model). The test results indicate that the specific total creeps of recycled aggregate concretes with 50% and 100% replacement rate of RCA increase by 19%0 and 53~ respectively after loading 150 d, compared to that of NC. The three pretreatment methods have obvious effects on the decrease of the creep of recycled aggregate concrete, which can reduce the specific creep of recycled aggregate concrete by 11% to 24 %. The creep predictions of modified ACI209 model have good forecasts for the recycled aggregate concrete.
出处 《建筑材料学报》 EI CAS CSCD 北大核心 2016年第2期242-247,共6页 Journal of Building Materials
基金 国家自然科学基金资助项目(51278124 51378126)
关键词 再生粗骨料 再生混凝土 预处理 徐变 预测模型 recycled coarse aggregate(RCA) recycled aggregate concrete pretreatment creep prediction model
  • 相关文献

参考文献9

  • 1DOMINGO-CABO A, LA.ZARO C, LOPEZ-GAYARRE F, et al. Creep and shrinkage of recycled aggregate concrete[J]. Construct Build Mater, 2009,23 (7) : 2545-2553.
  • 2肖建庄,许向东,范玉辉.再生混凝土收缩徐变试验及徐变神经网络预测[J].建筑材料学报,2013,16(5):752-757. 被引量:39
  • 3邹超英,王勇,胡琼.再生混凝土徐变度试验研究及模型预测[J].武汉理工大学学报,2009,31(12):94-98. 被引量:27
  • 4晁鹏飞.自密实混凝土徐变性能及其理论模型研究[D].福州:福州大学.2010.
  • 5黄国兴,惠荣炎,王秀军.混凝土徐变与收缩[M].北京:中国电力出版社,2012.
  • 6ACI209R-92 Prediction of creep,shrinkage and temperature effects in concrete structures[S].
  • 7CEB-FIP Model Code 1990 Model code for concrete struc- tures[S].
  • 8GARDNER N J, ZHAO J W. Creep and shrinkage revisited [J]. ACI Materials Journal, 1993,90 (3) : 236-246.
  • 9龚洛书 惠满印 杨蓓.混凝土收缩与徐变的实用数学表达式.建筑结构学报,1988,(5):37-42.

二级参考文献21

  • 1杜婷,李惠强,郭太平,周志强.再生骨料混凝土的抗氯离子渗透性试验研究[J].武汉理工大学学报,2006,28(5):33-36. 被引量:38
  • 2崔正龙,大芳賀義喜,北迁政文,田中礼治.再生混凝土耐久性的试验研究Ⅲ再生混凝土的干燥收缩试验[J].科学技术与工程,2006,6(23):4801-4805. 被引量:13
  • 3Lorunsogo O F T, Padayachee N. Performance of Recycled Aggregate Concrete Monitored by Durability Indexe[J]. Cement and Concrete Research,2002(2) : 179-185.
  • 4Nobuaki Otsuki, Shiniehi Miyazato. Influence of Recycled Aggregate on Interfaeial Transition Zone, Strength, Chloride Penetration and Carbonation[J]. Material in Civil Engineering,2003,15(5):443-451.
  • 5GBJ82-85普通混凝土长期性能和耐久性能试验方法[S].北京:中国建筑工业出版社,1985.
  • 6Huang Yen-chen, Yeh Hund-der, Lin Yu-chung. A Computer Method Based on Simulated Annealing to Identify Aquifer Parameters Using Pumping-test Date[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2008, 32(3) :235-249.
  • 7朱伯芳.混凝土的弹性系数、徐变度与应力松弛系数.水利学报,1985,(9):54-61.
  • 8吴科如.混凝土[M].北京:化学工业出版社,2005.
  • 9DOMINGO A, LAZARO C. Creep and shrinkage of recycled aggregate concrete[J]. Construction and Building Materials, 2009,23(7) :2545-2553.
  • 10SOBERON G,VICENTE M J. Shrinkage of concrete with re- placement of aggregate with recycled concrete aggregate. ACI Special Publication SP209-26,475-496.

共引文献75

同被引文献284

引证文献29

二级引证文献140

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