悬索桥索塔大跨度横梁施工变形控制技术 |
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引用本文: | 贺恩明.悬索桥索塔大跨度横梁施工变形控制技术[J].重庆建筑,2014(5):34-35. |
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作者姓名: | 贺恩明 |
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作者单位: | [1]重庆交通大学土木工程学院,重庆 400074; [2]重庆城建 控股 集团有限责任公司,重庆 400013 |
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摘 要: | 该文以重庆南涪高速涪陵青草背长江大桥中横梁施工作为研究对象,采用施工支架构造处理、施工工艺和测量控制等技术对大跨度、大吨位横梁施工的变形控制进行分析,使横梁施工满足规范要求,确保施工质量,对类似悬索桥、斜拉桥的大跨度横梁施工提供参考。
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关 键 词: | 大跨度 索塔横梁 变形控制 重庆涪陵青草背长江大桥 架空式支架 落地式支架 |
Deformation Control over Long-span Beam Construction of Cable Bent Tower of Suspension Bridge |
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Abstract: | Based on the beam construction of Yangtze River Bridge in Qingcaobei, Fuling, construction stand treatment, construction technique and sur-vey control are adopted to analyze deformation control of long-span and large-tonnage beam construction. Thus beam construction can meet construction requirements and construction quality can be ensured. It can offer some references for similar construction. |
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Keywords: | long span cable bent tower beam deformation control Yangtze River Bridge in Qingcaobei of Fuling aerial cable support ground support |
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