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冻融循环作用下UHPC-NSC黏结抗弯性能研究

Research on bond bending resistance of UHPC-NSC under freeze-thaw cycle

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为探究不同界面粗糙度和界面接缝构造下的UHPC(超高性能混凝土)-NSC(普通混凝土)黏结抗弯性能演变规律,揭示冻融环境下UHPC-NSC界面黏结性能劣化机理,以UHPC-NSC接缝处理方式(光滑(G)、凿毛(Z)、断裂(D)、菱形(L)和楔形(X))和冻融循环次数(0、50、100、150、200、250和300)为试验变量,对UHPC-NSC破坏模式、黏结抗弯强度和抗弯刚度展开试验研究.结果表明:冻融循环作用下,UHPC-NSC试件主要劣化部位为NSC部分和黏结界面处,且不同接缝处理方式的UHPC-NSC破坏模式存在差别;冻融环境下UHPC-NSC试件黏结抗弯强度和抗弯刚度均出现一定幅度下降;设置界面接缝构造可以提高UHPC-NSC试件界面黏结性能,自然环境和冻融环境下楔形试件黏结抗弯强度和抗弯刚度最高.为UHPC-NSC在冻融环境中的应用提供了试验基础.
In order to explore the evolution law of UHPC-NSC bond bending property under different interface roughness and interface joint structure,and reveal the deterioration mechanism of UHPC-NSC interface bond property under freeze-thaw environment,UHPC-NSC joint treatment methods(smooth(G),chisel(Z),fracture(D),diamond(L)and wedge(X))and freeze-thaw cycles(0,50,100,150,200,250 and 300 times)were used as test variables.The failure mode,bond flexural strength and flexural stiffness ofUHPC-NSC were investigated.The results show that the main deteriorated parts of UHPC-NSC specimens are NSC parts and bonding interfaces under freeze-thaw cycles,and the failure modes ofUHPC-NSC specimens are different with different joint treatments.The bond flexural strength and flexural stiffness ofUHPC-NSC specimens decreased to a certain extent under freeze-thaw conditions.Setting the interface joint structure can improve the interface bonding performance ofUHPC-NSC specimens,and the wedge-shaped specimens have the highest bond bending strength and stiffness in natural and freeze-thaw environments.It provides the experimental basis for the application of UHPC-NSC in freeze-thaw environment.

UHPC-NSCfreeze-thaw cyclebond bending strengthflexural stiffness

熊德文、蒋洪一、严丁辉、唐慧琪、李福海

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中铁十一局集团有限公司,湖北武汉 430074

绍兴市基础设施建设投资有限公司,浙江绍兴 312099

西南交通大学土木工程学院,四川成都 610031

UHPC-NSC 冻融循环 黏结抗弯强度 抗弯刚度

2024

混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
年,卷(期):2024.(12)