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元辰大厦预应力混凝土转换梁的设计
Design of Prestressed Conversion Concrete Girder in a Tall Building
【摘要】 基于实际工程介绍了预应力混凝土转换梁的设计。合理选择裂缝控制要求 ,以求达到安全与经济的统一 ,对分两批张拉的预应力转换梁在各种荷载不利组合下的应力进行了计算 ,对有多束线型的预应力筋损失值σl1,σl2 提出了简化计算的方法。对同类工程有一定的参考价值
【Abstract】 Basing on a practical example,the design of prestressed conversion girder of a tall building are introduced.For the safe and economic purposes,a crack-controlling criterion should be properly chosen.The concrete stress of the conversion girder with two-time-prestressed strands under several unfavourable load combinations is calculated.The method of calculating the stress loss of the concrete girder with several linetype prestress strands is simplified,which may be useful for the similar projects.
【关键词】 预应力转换梁;
裂缝控制要求;
分批张拉;
预应力损失值;
【Key words】 prestressed conversion girder; crack-controlling criterion; two-time-prestressed; stress loss;
【Key words】 prestressed conversion girder; crack-controlling criterion; two-time-prestressed; stress loss;
- 【文献出处】 建筑结构 ,Building Structure , 编辑部邮箱 ,2004年06期
- 【分类号】TU378
- 【被引频次】5
- 【下载频次】116