| 先张法预应力混凝土空心梁板技术研讨 |
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| 引用本文： | 黄显彬,恩文海.先张法预应力混凝土空心梁板技术研讨[J].工业建筑,2009,39(5). |
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| 作者姓名： | 黄显彬 恩文海 |
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| 作者单位： | 1. 四川农业大学城乡建设学院,四川都江堰,611830
2. 四川铁科建设监理公司,成都,610031 |
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| 摘 要： | 预应力混凝土结构比钢筋混凝土结构跨径大,承受的荷载大,预应力混凝土越来越多地应用于工程中。先张法与后张法相比,施工工艺简单、施工进度快、效率高、成本低。对先张法预应力混凝土空心梁板的一个长线台的钢绞线伸长量计算、钢绞线张拉、混凝土浇筑等关键过程进行深入细致地研究。
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| 关 键 词： | 先张法 预应力 混凝土 钢绞线 张拉 |
STUDY ON HOLLOW BEAM TECHNOLOGY OF THE PRETENSIONED PRESTRESSING CONCRETE |
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| Huan Xianbin,En Wenhai.STUDY ON HOLLOW BEAM TECHNOLOGY OF THE PRETENSIONED PRESTRESSING CONCRETE[J].Industrial Construction,2009,39(5). |
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| Authors: | Huan Xianbin En Wenhai |
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| Affiliation: | 1.College of Urban and Rural Construction;Sichuan Agricultural University;Dujiangyan 611830;China;2.Sichuan Tike Construction Supervision Company;Chengdu 610031;China |
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| Abstract: | The prestressed concrete structure can be used in the large span structure and bears heavy load,comparing to reinforced concrete structure and used widely in projects.In comparison with the post stressed concrete structure,the pre-stressed concrete structure is easy,fast,cost-effective and high-efficient to be built.It is normally used in hollow beams and planks of the span of 13(16,20) meters.It was analyzed that the key procedures,such as the extension calculation of steel strand and its stretching on a l... |
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| Keywords: | pretensioned method prestress concrete steel strand stretching |
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