[1]聂建国,卫军.剪力连接件在钢—混凝土组合梁中的实际工作性能[J].郑州大学学报(工学版),1991,12(04):43-47.
　Nie Jianguo,Guards,The actual working performance of the shear connector in the steel -concrete combination beam[J].Journal of Zhengzhou University (Engineering Science),1991,12(04):43-47.
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剪力连接件在钢—混凝土组合梁中的实际工作性能()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
12卷
期数:
1991年04期
页码:
43-47
栏目:
出版日期:
1991-12-28

文章信息/Info

Title:
The actual working performance of the shear connector in the steel -concrete combination beam
作者:
聂建国;卫军;
郑州工学院土建系,郑州工学院土建系,
Author(s):
Nie Jianguo; Guards;
The Department of Civil Construction of Zhengzhou Institute of Technology, Department of Civil Construction of Zhengzhou Institute of Technology,
关键词:
组合梁; 成组连接件; 承载力
Keywords:
Combination beam;  set connection parts;  bearing capacity
文献标志码:
A
摘要:
本文通过钢-砼组合梁的试验,研究了成组剪力连接件的实际工作性能和承载能力。提出了利用试验结果计算剪力连接件实际承载力的方法。试验和计算表明剪力连接件在组合梁中的实际承载力比推出试验得到的承载力要高(8～35％)。本文研究表明我国《钢结构设计规范》(GBJ17—88)所建议的槽钢和栓钉剪力连接件承载力计算公式是偏于安全的。
Abstract:
This article studies the actual work performance and bearing capacity of the group shear connector through the test of the steel-concrete combination beam. The method of calculating the actual bearing capacity of the shear connector was calculated using the test results. Tests and computing show that the actual bearing capacity of the shear connector in the combination beam is higher than the bearing capacity obtained by the launch test (8-35 %). The study of this article shows that the Calculating formula for the Calculating Calculation of the Steel Steel and Polying Connection of the Steel Structural Design (GBJ17-88) is pretty safe.
更新日期/Last Update: 1900-01-01