| 预应力及钢筋混凝土企口接头受剪性能试验研究 |
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| 引用本文： | 冯健,吕志涛,于长海.预应力及钢筋混凝土企口接头受剪性能试验研究[J].东南大学学报(自然科学版),2000,30(4):27-32. |
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| 作者姓名： | 冯健 吕志涛 于长海 |
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| 作者单位： | 1. 东南大学土木工程学院,南京,210096
2. 宁波大学,宁波,315211 |
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| 摘 要： | 企口接头是预制构件的重要连接方式之一。本文对１２个预应力及钢筋混凝土平、斜企口接头进行了试验，比较平、斜企口的不同，分析了企口长度、配筋形式以及施加预应力的影响。根据试验结果提出了平企口及斜企口的设计方法，构造要求。
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| 关 键 词： | 企口接头 试验 设计 预应力钢筋混凝土梁 |
Experimental Research of the Shear Behavior of PC and RC Beams with Flat or Slanting Scarf Connections |
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| Feng Jian,Lü Zhitao,Yu Changhai.Experimental Research of the Shear Behavior of PC and RC Beams with Flat or Slanting Scarf Connections[J].Journal of Southeast University(Natural Science Edition),2000,30(4):27-32. |
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| Authors: | Feng Jian Lü Zhitao Yu Changhai |
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| Abstract: | The shear behavior of PC and RC beams with flat or slanting scarf connections is tested. The number of test specimen is 12.On the basis of experiment results,the designing methods and construction details of scarf joints are presented. |
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| Keywords: | scarf joints test design construction detail |
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