[1]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.[doi:10.3969/j.issn.1001-0505.2000.04.005]
 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.[doi:10.3969/j.issn.1001-0505.2000.04.005]
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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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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
30
期数:
2000年第4期
页码:
27-32
栏目:
土木工程
出版日期:
2000-07-20

文章信息/Info

Title:
Experimental Research of the Shear Behavior of PC and RC Beams with Flat or Slanting Scarf Connections
作者:
冯健1 吕志涛1 于长海2
1 东南大学土木工程学院,南京 210096; 2 宁波大学,宁波 315211
Author(s):
Feng Jian Lü Zhitao Yu Changhai
1 College of Civil Engineering, Southeast University, Nanjing 210096
2 Ningbo University, Ningbo 315211
关键词:
企口接头 试验 设计 构造
Keywords:
scarf joints test design construction detail
分类号:
TU378.4
DOI:
10.3969/j.issn.1001-0505.2000.04.005
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.
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.

参考文献/References:

[1] 莱昂哈特 F,门尼希 E著.钢筋混凝土结构配筋原理.程积高译.北京:水利电力出版社.1984.120~123
[2] 中华人民共和国建设部.GBJ10—89混凝土结构设计规范.北京:中国建筑工业出版社,1990
[3] 丁大钧主编.混凝土结构学.北京:铁道工业出版社,1988.107~110
[4] 邱征辉.预应力混凝土连梁阶梯形接头的剪力计算.建筑结构,1974(12):22~24
[5] 周起敬主编.混凝土结构构造手册.北京:中国建筑工业出版社,1994.125~127

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备注/Memo

备注/Memo:
第一作者:男, 1963年生, 副教授.
更新日期/Last Update: 2000-07-20