| H型钢柱高强螺栓拼接设计方法探讨 |
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| 引用本文： | 焦俊婷,兰日进,常晓菁.H型钢柱高强螺栓拼接设计方法探讨[J].嘉应学院学报,2013(11):45-50. |
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| 作者姓名： | 焦俊婷 兰日进 常晓菁 |
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| 作者单位： | [1]厦门理工学院士木工程与建筑学院,福建厦门361024 [2]厦门新长诚钢构工程有限公司,福建厦门361022 |
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| 摘 要： | 依据现行新规范,给出按等强度设计原则H型钢柱高强螺栓拼接连接设计计算,并与现行2010版STS钢结构CAD软件计算结果进行比较.采用本文依据现行新规计算:柱翼缘螺栓受剪承载力、腹板螺栓受剪承载力较大,说明现行新规范规定的技术条件较严格;设计计算为工程设计中H型钢柱高强螺栓拼接连接提供设计参考.
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| 关 键 词： | H型钢柱拼接 高强螺栓 设计方法 |
Design Method Research of High Strength Bolt-splicing Joints of H-shaped Steel Columns |
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| Institution: | JIAO Jun -ting, LAN Ri -jin, CHANG Xiao -jing (1. School of Civil and Architecture Engineering, Xiamen University of Technology, Xiamen 361024, China; 2. Xiamen New Changcheng Steel Engineering Co. , Ltd. , Xiamen 361022, China) |
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| Abstract: | According to new design codes,the design method of high strength bolt- splicing joints for H- shaped steel columns as researched. The design results with this method were compared with those by the STS software. The shearing forces calculated by this method of the flange bolts and the web- plate bolts were stronger. This showed the technical requirements in now code are more strict; and this design method is available and usable. This will offer reference for actual project designs for the high strength bolt- splicing joints for H- shaped steel col- umns. |
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| Keywords: | H-shaped steel column splicing high-strength bolts design methods |
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