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嵌筋法加固混凝土楼板试验研究

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以嵌筋法加固混凝土板试验为基础,结合数值模拟分析,探究嵌筋法加固混凝土板在受弯状态下的力学性能,验证嵌筋法加固楼板的可行性,同时研究了不同开槽宽度、嵌固材料、原混凝土强度等级以及植筋构造对嵌筋加固混凝土板力学性能的影响.结果表明:利用嵌筋法嵌入的钢筋与混凝土共同作用能达到与预埋钢筋相同的效果.开槽宽度的大小、原混凝土强度等级以及端部构造对嵌筋法工艺的加固效果影响很小;与改性环氧树脂相比,采用高强灌浆料作为嵌固材料时,加固板的受力性能虽有不及,但已能达到普通钢筋混凝土板的受力效果,且更具经济性和耐久性的优势.
Experimental Research on Concrete Floor Slabs Strengthened by the Embedded Reinforcement Method
Based on the experiments of concrete floor slabs strengthened by embedded reinforcement meth-od,combined with numerical simulations and analysis,the study explored the mechanical properties of re-inforced concrete floor slabs under bending conditions.The feasibility of reinforcing floor slabs using the embedded reinforcement method was validated.Additionally,the study investigated the influence of differ-ent groove widths,embedding materials,original concrete strength grades,and reinforcement configurations on the mechanical properties of reinforced concrete slab elements.The results demonstrated that the com-bined action of rebars embedded using the embedded reinfocement method and concrete could achieve the same effect as embedded rebars.The size of the groove width,original concrete strength grade and the end configurations had minimal impact on the reinforcement effect of embedded reinforcement method.When high-strength grouting material was used as the embedding material,the bearing performance became closer to that of ordinary components,while offering economic and durable advantages compared to epoxy materi-als.

concrete floor slabembedded reinforcement methodbending testnumerical simulationhigh-strength grouting material

林启辉、陈浅然、叶锡钧

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广东建科建筑工程技术开发有限公司,广州 510500

广州大学土木工程学院,广州 510006

混凝土楼板 嵌筋法 抗弯试验 数值模拟 高强灌浆料

2024

工业建筑
中冶建筑研究总院有限公司

工业建筑

CSTPCD
影响因子:0.72
ISSN:1000-8993
年,卷(期):2024.54(12)