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冻融损伤对再生混凝土耐久性及与钢筋粘结性能分析

王晨霞 钤建勋 王浩 徐阔 曹芙波

重庆大学学报2016,Vol.39Issue(2):131-139,9.
重庆大学学报2016,Vol.39Issue(2):131-139,9.DOI:10.11835/j.issn.1000-582X.2016.02.017

冻融损伤对再生混凝土耐久性及与钢筋粘结性能分析

Effect of the freeze-thaw damage on the durability of recycled concrete and the bonding performance of steel

王晨霞 1钤建勋 1王浩 2徐阔 3曹芙波1

作者信息

  • 1. 内蒙古科技大学 建筑与土木工程学院,内蒙古 包头 014010
  • 2. 恒大地产集团有限公司,内蒙古 包头 014010
  • 3. 包头青山宾馆,内蒙古 包头 014010
  • 折叠

摘要

Abstract

Four groups of concrete test-pieces were made.The first two group test-pieces,RC1 and RC2, were made from recycled 100% coarse aggregate concrete with and without air-entraining agent respectively.The second two group test-pieces,NC1 and NC2,were made from common concrete with and without air-entraining agent respectively.Then,we studied the compressive strength,the mass loss rate and the dynamic elastic modulus loss rate of the test-pieces after different times of freeze-thaw cycles.It is shown that the compressive strength,the mass loss rate and the dynamic elastic modulus loss rate of all groups reduce after freeze-thaw.While these parameters of NC1 and RC1 which contain air-entraining agent decrease less.After 200 times of freeze-thaw cycles,the loss of the compressive strength of RC1 is close to 40%,the mass loss rate is 0.5%,and the loss rate of the dynamic elastic modulus is 38.5%.Another group of test-pieces,ZRC,which has the same components as RC1 ,were used for center drawing tests.And it’s found that there are two forms of damage,splitting failure and steel pull-out damage,after freeze-thaw cycles.The ultimate bond stress between recycled coarse aggregate concrete and reinforcing bar reduces as the times of freeze-thaw cycles increase.After 200 times of freeze-thaw cycles,the ultimate bond stress reduced 33.5%.There is a rising section and a descending section in the load-slip curve.

关键词

再生混凝土/冻融循环/粘结/滑移

Key words

recycled concrete/freeze-thaw cycle/bond/slip

分类

建筑与水利

引用本文复制引用

王晨霞,钤建勋,王浩,徐阔,曹芙波..冻融损伤对再生混凝土耐久性及与钢筋粘结性能分析[J].重庆大学学报,2016,39(2):131-139,9.

基金项目

内蒙古自然科学基金(2014MS0551,2015MS0552);内蒙古自治区高等学校科学研究项目(NJZY159);包头市科技计划项目(2014X1009)。Supported by Inner Mongolia Natural Science Foundation of China(2014MS0551,2015MS0552),the Inner Mongolia Autonomous Region of Institutions of Higher Learning Scientific Research Project(NJZY159)and Baotou Science and Technology Plan Projects(2014X1009). ()

重庆大学学报

OA北大核心CSCDCSTPCD

1000-582X

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