预制钢-钢筋混凝土组合柱

H. Hwang
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引用次数: 1

摘要

在传统的混凝土包裹钢组合柱中,钢截面被放置在截面的中心。因此,钢截面对柱的整体抗弯能力的贡献可能是有限的。为了更好的效率和经济,特别是在双轴弯矩下,钢截面需要放置在角落,而不是在截面的中心。近年来,利用钢筋混凝土柱和钢-混凝土组合柱的优点,开发了一种预制钢-钢筋混凝土柱。在组合柱中,在截面的四角处放置四个钢角,并用横杆和板通过焊接或螺栓连接这些角。复合柱已广泛应用于要求立柱尺寸大、施工速度快的工业建筑中。本章介绍了新开发的组合柱,并对其基本机理、结构性能和现场应用实例进行了讨论。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prefabricated Steel-Reinforced Concrete Composite Column
In conventional concrete-encased steel composite columns, a steel section is placed at the center of the cross section. Thus, the contribution of the steel section to the overall flexural capacity of the column could be limited. For better efficiency and economy, particularly under biaxial moment, the steel section needs to be placed at the corners, rather than at the center of the cross section. Recently, a prefabricated steel-reinforced concrete column has been developed to utilize the advantages of the reinforced concrete column and the steel-concrete composite column. In the composite column, four steel angles are placed at the corners of the cross section, and transverse bars and plates are used to connect the angles by welding or bolting. The composite column has been widely applied to industrial buildings that require large sized columns and fast construction. In this chapter, the newly developed composite column is introduced, and basic mechanism, structural perfor- mance, and field application case are discussed.
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