摘要
本文通过对采用钢筋焊接网的两跨混凝土单向板进行了静力加载试验研究,该单向板支座处板底钢筋弯起,不同于国标图集中推荐的搭接方法.研究表明,楼板底部钢筋支座位置弯起对单向板的承载力没有影响,试验承载力高于理论计算值.
In this paper, static loading test were conducted on a two - span RC one - way slab reinforcements used welded wire fabric. In this slab, the bottom reinforcements were bent up near the support, which was different from the recommendation method on thenational standard atlas. The results show that, there was no influence on the ultimate bearing capacity of the one - way RC slab whose bottom reinforcements were bent - up near the bearings. The test value of the ultimate bearing capacity of the one - way RC slabs were higher than theoretical value.
出处
《吉林建筑工程学院学报》
CAS
2014年第3期12-14,共3页
Journal of Jilin Architectural and Civil Engineering
关键词
钢筋焊接网
单向板
钢筋弯起
静力试验
welded wire fabric
one - way slab
reinforcement bent - up
static loading test
作者简介
孟凡林（1963～）,男,吉林省长春市人,教授.
