摘要
本文针对《砌体结构设计规范》(征求意见稿 )提出的配筋砌块砌体结构中凹槽砌块混凝土带中钢筋锚固与搭接长度 ,考虑钢筋直径、锚固方式、搭接长度共设计凹槽砌块混凝土带中钢筋锚固与搭接试件 2 0组 (5 1根钢筋 )进行了拉拔试验研究 ,为编制规范提供了试验研究数据 ,并给出了具体配筋构造措施的建议。
Based on the specification of Code for Design Masonry Structures(Enquiry Document),experiment and study is carried out,which is on the reinforce anchorageand lap length in the bond beam.The bar anchorage length and lap length,which is based on the change of anchorage mode and bar diameter ete.,are discussed.Testing data are provided for compiling code and improving suggestion of reinforcement detailing is presented.. 〔
出处
《混凝土》
CAS
CSCD
2001年第3期34-36,共3页
Concrete
基金
大连理工大学海岸和近海工程国家重点实验室! (LP980 6 )
砌体规范国家标准管理组联合资助项目! (990 1)
关键词
混凝土
配筋
砌体结构
锚固
搭接长度
试验
reinforced concrete blockmasonry
grouting concrete
bond beam
anchorage length lap length
