| 大跨度高支撑预应力梁模板工程施工工艺 |
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| 引用本文： | 苏锦中.大跨度高支撑预应力梁模板工程施工工艺[J].泰州职业技术学院学报,2007,7(3):31-33. |
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| 作者姓名： | 苏锦中 |
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| 作者单位： | 泰州市海陵区建筑业管理局,江苏,泰州,225300 |
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| 摘 要： | 大跨度高支撑预应力梁一直是工程施工的重点和难点，本文以泰州海陵社区服务中心工程为例，具体介绍了在低成本条件下，通过施工设计和验算用增加模板支撑立杆数量和增强支撑体系整体性的施工措施和手段，解决了24m跨、10m以上高支撑预应力梁的施工问题。
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| 关 键 词： | 大跨度 高支撑 预应力梁 施工工艺 |
| 文章编号： | 1671-0142（2007）03-0031-03 |
Construction Techniques of Formwork Engineering for Large-span High-brace Pre-stressed Beams |
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| SU Jin-zhong.Construction Techniques of Formwork Engineering for Large-span High-brace Pre-stressed Beams[J].Journal of Taizhou Polytechnical Institute,2007,7(3):31-33. |
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| Authors: | SU Jin-zhong |
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| Institution: | Taizhou Hailing District Construction Management Department, Taizhou Jiangsu 225300, China |
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| Abstract: | It is a key and difficult point to construct large-span high-brace pre-stressed beams.Setting an engineering example: Taizhou Hailing public service center engineering,this paper describes the construction techniques in details.Under the low-cost condition,measures of increasing support vertical poles and strengthening support system integrality have been adopted,combined with construction design and calculation,to solve the construction problem of 24-meter span,more than 10 meter high brace,prestressed beams. |
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| Keywords: | large-span high-brace pre-stressed beam construction techniques |
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