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钢-混组合梁负弯矩区裂缝控制措施探讨

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钢-混组合梁具有自重小、抗震性能好且用钢少、刚度大挠度小的特点,钢-混连续组合梁与简支组合梁相比,可以提高负载能力,增强刚度,增大应用跨度。但其墩顶负弯矩区会产生混凝土受拉、钢梁受压的不利情况,通过介绍钢-混连续组合梁桥负弯矩区的裂缝控制措施,从而限制裂缝宽度、防止钢梁失稳的作用,使钢-混组合梁在负弯矩区桥面板受力性能得到有效提升,整体结构更加耐久。
Discussion on Crack Control Measures in the Negative Moment Zone of Steel-Concrete Composite Beams
The steel-concrete composite beam has the characteristics of low self-weight,good seismic performance,less steel usage,high stiffness and low flexibility.Compared with the simply-supported composite beam,the steel-concrete continuous composite beam can improve the load capacity,enhance stiffness and increase the application span,but the negative moment zone at its pier top can produce adverse situations such as concrete in tension and steel beams in compression.This paper introduces crack control measures in the negative moment zone of the steel-concrete continuous composite beam bridge to limit the crack width and prevent the steel beam from instability,so as to effectively improve the mechanical performance of the bridge deck in the negative moment zone of the steel-concrete composite beam and make the overall structure more durable.

Negative momentForceShear keyCrack control

王振平、张梦源、沈理斌

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浙江宏润建设有限公司 浙江宁波 315000

嘉兴市快速路建设发展有限公司 浙江嘉兴 314000

嘉兴市交通投资集团有限责任公司 浙江嘉兴 314000

负弯矩 受力 剪力键 裂缝控制

2024

科技资讯
北京国际科技服务中心 北京合作创新国际科技服务中心

科技资讯

影响因子:0.51
ISSN:1672-3791
年,卷(期):2024.22(1)
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