摘要
钢-混凝土的组合结构在如今工程中有着广泛的应用,其组合结构的粘结面的粘结性能是保证结构正常工作的前提,具有较强的研究价值。本文着重对于钢-混凝土组合结构接触面的粘结滑移性能研究进行综合阐述。对于影响钢-混凝土组合结构接触面粘结滑移性能较大的几个因素进行总结以及原理归纳。同时总结了在不同环境下影响钢-混凝土组合结构的粘结滑移关系的因素,结合了国内外对于组合结构粘结滑移方面的研究,为以后对于钢-混组合的粘结滑移关系提供参考。
Steel-concrete composite structures are widely used in engineering today,and the bonding performance of the bonding surface of the composite structure is a prerequisite for ensuring the normal operation of the structure,which has strong research value.This article focuses on the comprehensive elaboration of the research on the bond slip performance of the contact surface of steel concrete composite structures.The principles of several factors that have a significant impact on the bond slip performance of the contact surface of steel concrete composite structures are summarized and generalized.At the same time,the factors that affect the bond slip relationship of steel-concrete composite structures in different environments are summarized,combined with research on the bond slip relationship of composite structures at home and abroad,providing reference for future research on the bond slip relationship of steel-concrete composite structures.
作者
高旭
GAO Xu(Jinan Branch of Shandong Luyan Survey&Design Co.,Ltd.)
出处
《广东建材》
2025年第8期174-177,共4页
Guangdong Building Materials
关键词
钢-混凝土结构
粘结滑移性能
复杂环境
影响因素
Steel-concrete structure
Bond slip performance
Complex environment
Influencing factors
