| 合肥派河大桥墩柱横系梁施工技术 |
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| 引用本文： | 严任苗.合肥派河大桥墩柱横系梁施工技术[J].路基工程,2010,0(3):234-235. |
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| 作者姓名： | 严任苗 |
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| 作者单位： | 安徽交通职业技术学院，合肥230051 |
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| 摘 要： | 以合肥翡翠路派河桥墩柱横系梁施工为例，阐述了墩柱横系梁的施工技术及其方案的稳定性验算，墩柱横系梁采用从墩顶用精轧螺纹钢筋下挂横梁，在横梁下部布置钢管桩直接从承台上支撑进行施工。对墩柱横系梁稳定性计算结果证实，施工方案是可行的，对类似高墩横系梁施工具有参考作用。
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| 关 键 词： | 墩柱横系梁 稳定性验算 施工技术 |
| 收稿时间： | 2019-11-09 |
Construction Technology of Pier Column Straining Beam of Hefei Paihe Bridge |
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| Authors: | YAN Ren-miao |
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| Affiliation: | YAN Ren-miao(Anhui Vocational and Technical College of Communications,Hefei 230051,China) |
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| Abstract: | Based on pier column straining beam construction of Paihe Bridge in Feicui Road of Hefei,this paper describes the construction technology of pier column straining beam and verification of its stability.Straining beam is hung below pier top with finishing screwed reinforcement,under which steel piles are arranged directly on bearing platform.It is proved from the calculation result of pier column straining beam stability that the construction program is feasible and can be reference for the similar high-pier straining beam construction. |
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| Keywords: | pier column straining beam stability verification construction technology |
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