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钢管混凝土柱-钢梁节点连接形式研究综述

王昊

江西建材Issue(1):31-33,3.
江西建材Issue(1):31-33,3.

钢管混凝土柱-钢梁节点连接形式研究综述

Review of Research on the Connection Form of Steel-concrete Column Steel Beam Joints

王昊1

作者信息

  • 1. 陕西陕煤黄陵矿业有限公司,陕西 延安 727307
  • 折叠

摘要

Abstract

In residential construction,concrete-filled steel tube(CFST)structures are a commonly used building form.Among the connections between steel beams and CFST columns,the three main types are internal diaphragm connections,external diaphragm connections,and through-diaphragm connections.The connection method is a primary factor influencing the mechanical behavior of the components and represents a relatively vulnerable area in seismic design.Therefore,research on beam-column connections is a key and challenging issue in structural studies.Based on recent research progress and findings,this paper summarizes the mechanical performance and design methods of these three types of connections.It also highlights the main existing problems in CFST column-to-steel beam connections and provides an outlook on their future trends.

关键词

钢管混凝土柱-钢梁节点/内隔板式节点/外环板式节点/隔板贯通式节点

Key words

Concrete-filled steel tubular column-steel beam joint/Internal diaphragm type joint/External ring plate type joint/Diaphragm-through type joint

分类

建筑与水利

引用本文复制引用

王昊..钢管混凝土柱-钢梁节点连接形式研究综述[J].江西建材,2026,(1):31-33,3.

江西建材

1006-2890

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