| 空心板漫水桥上部结构构造设计 |
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| 引用本文： | 叶积镭.空心板漫水桥上部结构构造设计[J].城市道桥与防洪,2012(7):157-158. |
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| 作者姓名： | 叶积镭 |
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| 作者单位： | 温州市龙湾区交通运输局,浙江温州,325024 |
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| 摘 要： | 该文通过一座跨径240m的钢筋混凝土简支结构漫水桥梁设计,讨论了空心板截面漫水桥设计中应考虑的水力荷载。提出了减少水力荷载的一些构造措施:迎水面设置分水尖、空心板底开孔、加强锚栓等方法。
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| 关 键 词： | 漫水桥 空心板截面 水力荷载 |
Structural Design of Hollow Slab Overflow Bridge Superstructure |
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| Ye Jilei.Structural Design of Hollow Slab Overflow Bridge Superstructure[J].Urban Roads Bridges & Flood Control,2012(7):157-158. |
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| Authors: | Ye Jilei |
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| Abstract: | The article introduces the design of a 240 m-span steel reinforced concrete simple-supported structural overflow bridge, discusses the hydraulic load for attention in the design of hollow slab sectional overflow bridge, and puts forward some construction measures of setting up the watercut at the upstream face, holing at the bottom of hollow slab and strengthening the anchor bolt to reduce the hydraulic load. |
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| Keywords: | overflow bridge section of hollow slab hydraulic load |
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