| 长清大学园区高架桥关键工序的施工方案 |
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| 引用本文： | 董锋,李佳,张修亭.长清大学园区高架桥关键工序的施工方案[J].海岸工程,2007,26(2):72-78. |
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| 作者姓名： | 董锋 李佳 张修亭 |
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| 作者单位： | 1. 山东省筑港总公司,山东,青岛,266032
2. 青岛市工程建设监理有限责任公司,山东,青岛,266071 |
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| 摘 要： | 长清大学园区高架桥全长3.533 km,是济菏高速公路工程14个合同段中唯一一个全部是桥梁结构的标段。按照本工程的地理环境、地势条件、设计特点以及业主对工期和质量的要求,编制了一份以灌注桩和现浇连续箱梁为主要工序的施工方案。
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| 关 键 词： | 高架桥 关键工序 施工方案 |
| 文章编号： | 1002-3682（2007）02-0072-07 |
| 收稿时间： | 2007-03-28 |
| 修稿时间： | 2007年3月28日 |
Construction Scheme for Critical Working Procedures of Viaduct Bridge in the Changqing University Park Area |
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| DONG Feng,LI Jia,ZHANG Xiu-ting.Construction Scheme for Critical Working Procedures of Viaduct Bridge in the Changqing University Park Area[J].Coastal Engineering,2007,26(2):72-78. |
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| Authors: | DONG Feng LI Jia ZHANG Xiu-ting |
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| Institution: | 1. Shandong Port Construction General Corporation, Qingdao 266032, China; 2.Qingdao Engineering Construction Supervision Company, Ltd., Qingdao 266071, China |
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| Abstract: | The viaduct bridge in the Changqing university park area is 3.533 km long,and is the only Jinin-Heze expressway section with all-bridge structure.According to the geographic environment,topographic conditions and design characteristics of the bridge project as well as the requirements for the time limit and quality,a construction scheme with bored concrete pile and cast-in-situ concrete continuous box beam as main working procedures is formulated. |
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| Keywords: | viaduct bridge critical working procedure construction scheme |
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