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陶粒混凝土与变形钢筋粘结锚固性能的试验研究
引用本文:陆春阳,王卫玉,李丕宁.陶粒混凝土与变形钢筋粘结锚固性能的试验研究[J].广西大学学报(自然科学版),2007,32(1):6-9.
作者姓名:陆春阳  王卫玉  李丕宁
作者单位:1. 广西大学,土木建筑工程学院,广西,南宁,530004
2. 江苏省农垦建筑设计有限公司,江苏,无锡,214062
3. 广西建筑综合设计研究院,广西,南宁,530011
基金项目:广西科技厅(桂科计字[2001]第1号)
摘    要:通过对69个试件的拉拔试验来探讨陶粒混凝土与变形钢筋之间的粘结锚固性能.根据试验结果统计回归得到粘结锚固的极限强度公式.试验也为有关规程的修订提供了依据.

关 键 词:陶粒混凝土  粘结  锚固
文章编号:1001-7445(2007)01-0006-04
修稿时间:2006-11-20

Experiment research on bond behavior between deformed bar and lightweight concrete
LU Chun-yang,WANG Wei-yu,LI Pei-ning.Experiment research on bond behavior between deformed bar and lightweight concrete[J].Journal of Guangxi University(Natural Science Edition),2007,32(1):6-9.
Authors:LU Chun-yang  WANG Wei-yu  LI Pei-ning
Institution:1. College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China; 2. Jiangsu Nongken limited company of Architectural Design,Wuxi 214062,China 3. Guangxi Institute of Architectural Design and Research,Nanning 530011 ,China
Abstract:The bonding mechanism between deformed bar and lightweight concrete is discussed in this paper based on the pullout test results of 69 specimens.The formulas of the characteristic strength value is attained by means of statistical regression.These tests have provided the bases for respective of relevant codes.
Keywords:haydite concrete  bond  anchoring
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