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青州航道桥钢结形撑制作技术 被引量:3
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作者 张海燕 李峰 《钢结构》 北大核心 2015年第3期49-52,71,共5页
青州航道桥钢结形撑设置于青州桥两上塔柱之间,为索塔横框架受力的上端联系构造,采用"中国结"造型,结构造型美观。在介绍该结形撑结构的同时,重点介绍其制作工艺流程、节段组拼及预拼装技术,达到了该结构几何尺寸精度和整体... 青州航道桥钢结形撑设置于青州桥两上塔柱之间,为索塔横框架受力的上端联系构造,采用"中国结"造型,结构造型美观。在介绍该结形撑结构的同时,重点介绍其制作工艺流程、节段组拼及预拼装技术,达到了该结构几何尺寸精度和整体平面度的要求。 展开更多
关键词 钢结形撑 制作工艺 预拼装
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Effect of the Chord-Brace Angle on the Strength of Rectangular Hollow Sections K- and N-Joints in Galvanized Structures 被引量:1
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作者 Miguel A. Serrano Carlos Lopez-Colina +1 位作者 Gorka Iglesias Jorge Gonzailez 《Journal of Civil Engineering and Architecture》 2014年第10期1226-1232,共7页
An important consideration when using hot-dip galvanized tubular structures is the uncertainty of the joint behaviour due to the possible reduction in the global joint resistance produced by the vent holes required fo... An important consideration when using hot-dip galvanized tubular structures is the uncertainty of the joint behaviour due to the possible reduction in the global joint resistance produced by the vent holes required for the galvanizing process. This paper assesses the effect on the joint strength of the angle between the brace members and the chord in a K- or N-joints made with rectangular hollow sections. The study is focused on the case when those brace members include characteristic holes required for the hot-dip galvanizing process. To accomplish the objective of the proposed work, some tests on full-scale K- and N-joints, including angles of 35°, 45°, 55° and 90°, were carried out. The experimental work was complemented by a validated numerical simulation in order to give some design recommendations and to extend the research to other joint configurations. 展开更多
关键词 Structural joints tubular structures galvanized structures experimental tests numerical simulation.
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