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大跨度现浇预应力空心板合理配筋形式的探讨
引用本文:赵进. 大跨度现浇预应力空心板合理配筋形式的探讨[J]. 山西建筑, 2009, 35(15): 59-60
作者姓名:赵进
作者单位:南京市民用建筑设计研究院有限责任公司,江苏,南京,210002
摘    要:结合具体工程实例,探讨了大跨度现浇预应力空心板合理配筋形式,通过对几种不同预应力筋布置方式应力的计算,得出了一种优化的布置方式,以优化大跨度现浇预应力空心板的设计。

关 键 词:空心板  预应力  布置形式  配筋

On exploration of reasonable reinforcement forms for large-span cast-in-place prestressed hollow slab
ZHAO Jin. On exploration of reasonable reinforcement forms for large-span cast-in-place prestressed hollow slab[J]. Shanxi Architecture, 2009, 35(15): 59-60
Authors:ZHAO Jin
Abstract:By combining with examples of engineering,the paper explores reasonable reinforcement forms for large-span cast-in-place prestressed hollow slab,and concludes one optimum layout way according to the calculation on different prestressed reinforcement layout form,so as to optimize the design for large-span cast-in-place prestressed hollow slab.
Keywords:hollow slab  prestressed  layout form  reinforcement  
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