1) connection rod
接合筋
1.
The relationship between the shear resistance and the connection rods ofvertical connections of precast reinforced concrete structures;
装配式大板结构竖缝抗剪承载力与接合筋的关系
2.
The shear resistance of vertical connection before sudden cracking is diagonal compressive rod mechanism and compression friction mechanism;the bigger the diameter of connection rod,the stronger the resistance.
爆裂前 ,接缝的抗剪机理为斜压杆机制和压力摩擦机制 ,抗剪承载力随接合筋直径的增大而增大 ;爆裂后 ,抗剪机理为削弱的斜压杆机制和接合筋的销拴作用 ,抗剪承载力随接合筋直径及接缝宽度的增大而增大 。
3.
the test process was depiceted, the relationship among the shear resistance of connections, the connection width, and the diameter of connection rods is analysed, the seismic behavior of connections is studied.
本文设计、试验了１８■试件，描绘了试件在反复荷载作用下的受力过程，分析了竖缝的抗剪承载力与接缝宽度及接合筋直径的关系及接缝的抗震性能。
2) connecting rod
接合筋
1.
It concludes that degeneration rate (DR) of concrete strength in connection decreases with connection width, but the DR of connecting rod strength involves only shear-friction coefficient, the DR of connection strengt.
为了了解PRC结构竖缝的抗震性能,并进行合理的设计,以试验结果及理论分析为基础,对竖缝在反复荷载作用下强度和刚度的退化进行分析,认为接缝混凝土强度的退化率随接缝宽度的增大而减小;接合筋强度退化率仅与剪切摩擦系数有关;接缝强度的退化率随接缝宽度增大而减小,与接合筋的关系呈非线性;接缝刚度退化率随缝宽增大而减小,与接合筋关系不大。
2.
Conclusions are that the shear resistance of vertical connection increases with connecting rods,but which does not change with connection width,and which decreases under repeated loading.
认为竖缝最大承载力随接合筋直径的增大而增大,与接缝宽度几乎没有关系;反复荷载作用下,竖缝抗剪能力降低。
3.
It was found that the shear resistance of vertical connection increases with the increase of the diameter of connecting rods and has nonlinear relat.
认为接缝最大受剪承载力随接合筋直径的增大而增大,与接缝宽度成非线性关系,且通过接缝混凝土的斜压杆机制和接合筋的压力摩擦机制表现出来;反复荷载作用下,接缝强度及刚度退化,脆裂后的接缝受剪承载力通过削弱的斜压杆机制和接合筋的销栓作用表现出来,其大小随接缝宽度的增大而增大,随接合筋直径的增大而增大。
3) rebar compound coupler
钢筋复合接头
1.
But compared with the rebar compound coupler these techniques are not convenient for construction.
但是,这些接头的施工不方便,而且对于一些翻新及重建工程、混凝土的修复等问题都不及本文所要研究的钢筋复合接头。
4) 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。
5) 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。
6) ground rebar
接地钢筋
补充资料：瘦筋筋
1.见"瘦精精"。
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