| 公路桥梁后张法预应力30m箱梁预制施工技术 |
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| 引用本文： | 刘景刚.公路桥梁后张法预应力30m箱梁预制施工技术[J].山西建筑,2014(36):161-162. |
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| 作者姓名： | 刘景刚 |
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| 作者单位： | 山西路桥建设集团有限公司 |
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| 摘 要： | 为确保公路桥梁后张法预应力预制箱梁的施工质量,结合工作经验,对公路桥梁工程中后张法预应力预制箱梁预制技术作了总结,综述了底模制作、钢筋加工与安装、钢绞线布置和安装、模板的制作与拆除等环节的操作要点,以供参考。
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| 关 键 词： | 公路桥梁 后张法预应力30 m箱梁 预制施工技术 |
The precast construction technology of highway bridges post tension pre-stressed 30 m precast box girder |
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| LIU Jing-gang.The precast construction technology of highway bridges post tension pre-stressed 30 m precast box girder[J].Shanxi Architecture,2014(36):161-162. |
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| Authors: | LIU Jing-gang |
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| Affiliation: | LIU Jing-gang ( Shanxi Road ＆ Bridge Construction Group Limited Company, Taiyuan 030006, China) |
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| Abstract: | In order to ensure the construction quality of highway bridges post tension pre-stressed precast box girder, combining with the work ex- perience, summarized the post tension pre-stressed precast box girder technology in highway bridge engineering, summarized the operating key points of bottom mold manufacturing, steel processing and installation, steel wire arrangement and installation, template production and removal and other links, for reference. |
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| Keywords: | highway bridge post tension pre-stressed 30 m box girder precast construction technology |
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