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高温下钢筋混凝土粘结性能的试验与分析
引用本文:袁广林,郭操,吕志涛.高温下钢筋混凝土粘结性能的试验与分析[J].工业建筑,2006,36(2):57-60.
作者姓名:袁广林  郭操  吕志涛
作者单位:1. 东南大学,博士后科研流动站,南京,210096
2. 上海华东房产设计院有限公司,上海,200120
3. 东南大学,南京,210096
基金项目:中国科学院资助项目 , 江苏省博士后科研项目
摘    要:设计了专用的升温装置和加载装置,通过中心拔出试验,对高温中和高温后经历不同受热温度和加载路径的钢筋与混凝土进行粘结-滑移拔出试验,分析了高温下钢筋与混凝土粘结性能退化机理。研究表明,高温后试件的粘结强度比高温中试件下降较快,但达极限粘结应力时其滑移量相对高温中试件较小。在恒载升温条件下,当达到一定温度时,钢筋与混凝土的滑移进入急剧增长阶段。

关 键 词:高温  钢筋  混凝土  粘结性能
收稿时间:2005-10-12
修稿时间:2005年10月12

EXPERIMENTAL STUDY ON BOND PROPERTY OF REINFORCED CONCRETE AT HIGH TEMPERATURES
Yuan Guanglin,Guo Cao,Lü Zhitao.EXPERIMENTAL STUDY ON BOND PROPERTY OF REINFORCED CONCRETE AT HIGH TEMPERATURES[J].Industrial Construction,2006,36(2):57-60.
Authors:Yuan Guanglin  Guo Cao  Lü Zhitao
Affiliation:1.Mobile Postdoctoral Center of Southeast University Nanjing 210096;2.Shanghai East-China Real Estate Design Co. ,Ltd Shanghai 200120;3.Southeast University Nanjing 210096
Abstract:Special temperature rising system and loading system were designed. Through the centrally pullout test, it was measured that the bond-slip performance of reinforced concrete under different temperatures and different loading ways at and after high temperature, The deterioration mechanism of bond in reinforced concrete was analyzed the investigation shows that the bond strength degrades more greatly after high temperature than at high temperature, and the slippage at the ultimate bond strength is smaller than the latter, When the temperature reached a certain value at constant load, the slippage in reinforced concrete increases sharply.
Keywords:high temperature  reinforcement  concrete  bond property
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