| 张五楼丰沛运河大桥设计 |
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| 引用本文： | 邢洪扬. 张五楼丰沛运河大桥设计[J]. 科技信息, 2012, 0(1): 592-593 |
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| 作者姓名： | 邢洪扬 |
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| 作者单位： | 徐州市交通规划设计研究院,江苏徐州221006 |
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| 摘 要： | 张五楼丰沛运河大桥布置为36＋60＋36m三跨预应力混凝土变截面连续箱梁，采用三向预应力体系，文章以该桥施工图设计为依据对其设计概况、结构特点、预应力体系及施工方案作了简单介绍。
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| 关 键 词： | 变截面 预应力 连续箱梁 结构设计 结构分析 |
Design of ZhangWuLouFengPeiYunHe Bridge |
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| XING Hong-yang. Design of ZhangWuLouFengPeiYunHe Bridge[J]. Science, 2012, 0(1): 592-593 |
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| Authors: | XING Hong-yang |
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| Affiliation: | XING Hong-yang (Xuzhou Communications Planning and Design Institute,Xuzhou Jiangsu,221006) |
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| Abstract: | The suprastructure of bridge is prestressed concrete mutative section continuous boxed beam,its span is 36＋60＋36m, The article introduces primarily the general situations and structure characteristic and prestress system and construction plan etc,all bases on the shop drawing of ZhangWuLouFengPeiYunHe Bridge. |
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| Keywords: | Mutative section Prestressed concrete Continuous boxed beam Frame design Frame analyse |
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