箍筋间距和横杆配置对钢筋混凝土梁循环性能影响的实验研究

IF 2.1 4区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Tai-Kuang Lee, Cheng-Cheng Chen
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引用次数: 0

摘要

根据 ACI 318-19(SI),在 RC 梁的塑性铰区,每个角的纵向钢筋和其他每根纵向钢筋都必须被闭合箍筋的角或横梁的挂钩围住。然而,在 RC 建筑实践中,RC 梁的纵向钢筋布置密集,给施工带来了困难。本研究设计并制作了四个大型 RC 梁试件,通过实验验证箍筋间距和横杆配置对钢筋混凝土梁循环性能的影响。实验发现(1) 建议采用底部纵向钢筋与抗震挂钩啮合的杆件构造,在施工过程中,在距钢筋混凝土柱外侧两倍梁深的范围内,应在杆件拼装完成后再完成底部和侧面模板的拼装,从而解决施工难的问题。(2)钢筋混凝土梁的横向钢筋间距在最小纵向钢筋直径的 4 至 6 倍之间,可能对钢筋混凝土梁的循环性能无明显影响。(3) ACI 318-19(SI)规定,在 RC 梁的塑性铰区,周边的每个转角和备用纵向钢筋都必须由拉杆或横杆的转角提供侧向支撑,这可能不会对 RC 梁的循环性能产生重大影响。(4) 每个试件在负方向上的极限漂移角介于 4.3% rad 和 4.5% rad 之间,因此所有试件都符合 ACI 要求。然而,所有试件的循环性能(塑性旋转角)基本上都不符合抗震结构 3.0% rad 的要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental investigation on the effect of hoop spacing and crosstie configuration on the cyclic performance of reinforced concrete beams
According to ACI 318-19(SI), in the plastic hinge zone of RC beams, the longitudinal reinforcement at each corner and every other longitudinal reinforcement must be enclosed by the corner of the closed hoop or the hooks of crossties. However, in RC construction practice, the longitudinal reinforcement of RC beams is densely arranged, making construction difficult. In this study, four large RC beam specimens were designed and fabricated to conduct experiments to verify the effect of hoop spacing and crosstie configuration on the cyclic performance of reinforced concrete beams. It is found that: (1) The crosstie configuration with seismic hook engaging the longitudinal reinforcement at the bottom is recommended and that during construction, within the range of twice the beam depth from the RC column outer face, the bottom and side formwork should be completed after the crossties are assembled, which should solve the problem of difficult construction. (2) The transverse reinforcement spacing between 4 and 6 times the smallest longitudinal reinforcement diameter of RC beams may have no significant effect on the cyclic performance of RC beams. (3) The requirement that in the plastic hinge zone of RC beams, every corner and alternate longitudinal bar on the perimeter must have lateral support provided by the corner of a tie or crosstie in ACI 318-19(SI) may not have a major impact on the cyclic performance of the RC beam. (4) The ultimate drift angle of each specimen in the negative direction was between 4.3% rad and 4.5% rad; thus, all the specimens satisfied the ACI requirement. However, the cyclic performance (plasticity rotation angle) of all specimens basically did not meet the requirement of 3.0% rad for earthquake-resistant structures.
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来源期刊
Advances in Structural Engineering
Advances in Structural Engineering 工程技术-工程:土木
CiteScore
5.00
自引率
11.50%
发文量
230
审稿时长
2.3 months
期刊介绍: Advances in Structural Engineering was established in 1997 and has become one of the major peer-reviewed journals in the field of structural engineering. To better fulfil the mission of the journal, we have recently decided to launch two new features for the journal: (a) invited review papers providing an in-depth exposition of a topic of significant current interest; (b) short papers reporting truly new technologies in structural engineering.
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