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1)  clip reinforcement
夹式钢筋
1.
Effects of clip reinforcement on failure modes of reinforced concrete columns under low cycle reversed loading
低周反复荷载下夹式钢筋对钢筋混凝土柱破坏形态的影响
2.
The curved clip reinforcement is introduced as replacement of stirrups in reinforced concrete columns aimed to simplify working process.
抗震设防标准的提高使钢筋混凝土桥梁柱配筋复杂,施工难度增大,一种曲线形夹式钢筋可用于代替柱的中间复合箍筋,使钢筋绑扎简化。
3.
Aimed at the problems of great construction difficulty and complicated reinforcement of reinforced concrete structure,a new S-shaped clip reinforcement was developed as replacement of stirrups in reinforced concrete columns while retaining the equivalent anti-seismic performance.
针对钢筋混凝土结构配筋复杂、施工难度大的问题,在保证结构抗震性能的前提下,提出了用曲线形夹式钢筋代替钢筋混凝土柱中的复合箍筋的新型配筋方式。
2)  double armouring
复式钢筋
3)  bar-mat reinforcement cavity wall
钢筋网夹板墙
1.
The measures of setting seismic joint and adding bar-mat reinforcement cavity wall are adopted for the reinforcing and rebuilding.
针对原结构体系不明确、层高超标的问题,分别采用新增防震缝、设钢筋网夹板墙的方法进行加固。
4)  three way system of reinforcement
三向钢筋式
5)  cage reinforced concrete
笼式钢筋混凝土
6)  re-bar connection
贯穿钢筋式节点
1.
Based on the current types of beam to CFRT column connections,a new type of steel I-beam to CFRT column rigid connection,re-bar connection,was proposed at first.
目的提出一种CFRT柱与钢梁连接的新型节点形式———贯穿钢筋式节点,并给出其设计方法及施工步骤的建议,解决住宅建筑钢结构节点的抗弯性能问题。
补充资料:夹叙夹议
1.边叙述边议论。
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