1) combination coupling
复合接箍
2) welded compound stirrup
焊接复合箍筋
1.
The eight beam-to-column steel-concrete composite(RCS) joints model of castellated beams with welded compound stirrup are divided into four groups,the quasi-static experiments of eight joints are conducted.
选取4组8个梁柱节点模型,对焊接复合箍筋柱蜂窝梁组合节点进行拟静力试验研究。
3) composite welding ring stirrup
复合焊接环式箍筋
1.
Four semi-rigid forms of different formal joints,honeycomb steel-high strength concrete restricted by composite welding ring stirrups joints,were tested under low-cycle reversed loads.
对4种半刚接不同节点形式的蜂窝钢梁-密置复合焊接环式箍筋约束高强混凝土柱的梁柱节点试件进行低周反复加载试验。
4) overlapping hoops
复合箍筋
1.
According to the character of uniform reinforcement with ring section and assumption of strains of section keeping in plane,moreover stress-strain relationship of concrete confined by overlapping hoops and steel tubes,the formula of .
根据周边均匀配筋的环形截面的受力特点和平截面假定,应用复合箍筋约束混凝土和核心钢管混凝土的应力应变关系,进行了部分预应力压弯构件延性系数计算。
2.
The effect of overlapping hoops on the strength and ductility of highstrength concrete were studied in detail,and were compared with lowstrength confined concrete.
较详细地研究了复合箍筋对高强混凝土（Ｃ６０）强度和变形的影响，并与普通强度约束混凝土（Ｃ３０）进行了比较，主要考虑了箍筋直径、间距、形式和强度等影响因素。
3.
The effect of overlapping hoops on the strength and ductility of high-strength concrete were studied in detail, and were compared with low-strength confined concrete.
较详细地研究了复合箍筋对高强混凝土(C60)强度和变形的影响,并与普通强度约束混凝土(C30)进行了比较,主要考虑了箍筋直径、间距、型式和强度等影响因素。
5) multi-spirals
复合螺箍
6) overlapping hoops
复合方箍
1.
The paper puts forward a concrete substitution technology for non-equal-concrete-strength based on the theories of the concrete confined by overlapping hoops.
本文运用复合方箍约束混凝土理论 ,提出一种替换不等强度混凝土的施工方法 。
2.
Based on the experimental data,this paper analyses how the strength of the concrete confined by overlapping hoops under axial compression varies with the characteristic value and spacing of hoop.
在现有试验数据的基础上 ,分析了轴心受压下复合方箍约束混凝土抗压强度随含箍特征值λv 和箍筋间距s的变化规律 ,提出了方箍约束混凝土轴心受压短柱承载力的计算公式 ,并给出算例。
补充资料：箍筋
1.建筑物中用来箍扎保固的钢筋。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条