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在建高层梁柱节点分批置换混凝土加固技术研究

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针对多高层混凝土结构因特殊原因导致梁柱节点等部分混凝土强度不满足设计要求情况,提出梁柱节点分批置换混凝土并用菱形型钢支撑进行置换加固方法,可实现只置换下部结构不合格部位混凝土而上部合格结构不需处理,且下部加固施工时上部结构可正常施工从而不影响工期.依托某在建高层加固处理实例,介绍加固技术施工工艺,包括临时支撑、混凝土置换等,并提出置换混凝土加固方案及施工建议,为同类工程提供参考.采用有限元软件对梁柱节点全截面一次置换和两次置换方案分别进行模拟分析,结果表明,采取两次分批置换方案,结构竖向最大位移和梁最大拉应力均大幅减小,加固方法安全可靠.
Research on Batch Replacement Concrete Reinforcement Technology of Beam-Column Joints in High-Rise Buildings Under Construction
For multi-story and high-rise concrete structures,due to special reasons,the concrete strength of beam-column joint and other parts does not meet the design requirements.A method of replacing concrete in batches at beam-column joint and using prismatic steel supports for replacement and reinforcement is proposed.It is possible to replace only the unqualified concrete parts of the lower structure without processing the qualified upper structure,and the upper structure can be constructed normally during the lower reinforcement construction,without affecting the construction period.Based on an example of a high-rise reinforcement project under construction,this paper introduces in detail the construction process of this reinforcement method,including temporary support,concrete replacement,etc.The replacement concrete reinforcement plan and construction suggestions are provided,providing reference for similar projects.The finite element software was used to simulate and analyze the single replacement and two-stage replacement schemes for the full section of the beam-column joint separately.The results show that adopting a two-stage batch replacement scheme significantly reduces the maximum vertical displacement of the structure and the maximum tensile stress of the beam,and the reinforcement method is safe and reliable.

beam-column jointconcrete replacementstrengthening of structurebatch replacementfinite element simulation

曹青

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中铁建设集团有限公司 北京 100040

梁柱节点 置换混凝土 结构加固 分批置换 有限元模拟

2024

铁道建筑技术
中国铁道建筑总公司

铁道建筑技术

影响因子:0.539
ISSN:1009-4539
年,卷(期):2024.(12)