| 刚性固定露出式钢柱脚锚栓设计计算公式的拓展研究 |
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| 引用本文： | 陈重.刚性固定露出式钢柱脚锚栓设计计算公式的拓展研究[J].特种结构,2011,28(2):17-21,65. |
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| 作者姓名： | 陈重 |
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| 作者单位： | 北京市市政工程设计研究总院,100082 |
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| 摘 要： | 本文对我国<钢结构设计手册>中给出的刚性固定露出式钢柱脚锚栓设计方法进行了拓展,推导出了在大偏心受压、大偏心受拉、小偏心受拉三种受力情况下,对称于弯矩作用轴的任意形状底板上的、任意方式布置的锚栓设计的一般公式,以及针对底板为矩形、圆形、圆环形时的具体计算公式,供相关设计人员参考.
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| 关 键 词： | 刚性固定露出式钢柱脚 锚栓设计公式 |
Expanding Study of the Design Formulas of Anchor Bolts for Fixed Non-embedded Base of Steel Column |
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| ChenZhong.Expanding Study of the Design Formulas of Anchor Bolts for Fixed Non-embedded Base of Steel Column[J].Special Structures,2011,28(2):17-21,65. |
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| Authors: | ChenZhong |
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| Affiliation: | ChengZhong (Beijing General Municipal Engineering Design and Research Institute,100082) |
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| Abstract: | The anchor bolt design formula presented in the Structural Steel Design Handbook was expanded in this paper.The general formulas for designing the anchor bolts on fixed non-embedded base of steel column subjecting tensile or compressive axial force with small or large eccentricity were derived.Meanwhile,the specific calculating formulas for the situation of rectangular,round or doughnut base metal have been given out.It would be refered by the relative designer. |
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| Keywords: | Fixed non-embedded base of steel column Anchor bolt design formulas |
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