| 板柱体系预应力钢筋布置形式探讨 |
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| 引用本文： | 陈丽娟,李波,尹新生,谢新颖.板柱体系预应力钢筋布置形式探讨[J].吉林建筑工程学院学报,2009,26(1):43-45. |
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| 作者姓名： | 陈丽娟 李波 尹新生 谢新颖 |
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| 作者单位： | 1. 吉林建筑工程学院土木工程学院,长春,130021
2. 吉林广播电视大学,长春,130022 |
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| 摘 要： | 分析在竖向均布荷载作用下，根据力的传递途径应简短的原则，采用斜向布置预应力钢筋的形式，将荷载直接传递给柱子；研究在板柱体系中沿不同方向布置预应力钢筋对板产生的影响，并对其产生的挠度进行比较，提出新的预应力钢筋的布置方案．并且与现有的板柱体系的钢筋的布置形式进行比较，发现笔者提出的预应力钢筋的布置形式可以节约预应力钢筋50％左右，大大地降低了建筑成本．
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| 关 键 词： | 竖向均布荷载 板柱体系 预应力钢筋布置方向 |
Discussion of Reinforcing Bar Arrangement Manner of Prestressed Concreth Slab-Column System on Slab |
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| CHEN Li-juan,LI Bo,YIN Xin-sheng,XIE Xin-ying.Discussion of Reinforcing Bar Arrangement Manner of Prestressed Concreth Slab-Column System on Slab[J].Journal of Jilin Architectural and Civil Engineering,2009,26(1):43-45. |
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| Authors: | CHEN Li-juan LI Bo YIN Xin-sheng XIE Xin-ying |
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| Affiliation: | 1:School of Civil Engineering;Jilin Institure of Architecturel and Civil Engineering;Changchun;China 130021;2:Jilin Radio and TV Universing;China 130022 |
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| Abstract: | In this article,new reinforcing bar arrangement manner of prestressed concrete slab-column system is presented,which is based on analrzing the effects on reinforcing bar arrangement manner directly of prestressed-concrete slab-column system and compares the deflections of slabs when the verticle unifrom loads act to the system.The new arrangement manner would save reinforcing about 50 %,the cost is reduced greatly. |
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| Keywords: | verticle unifrom load slab-column system arrangement manner of prestressed steel bar |
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