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30m箱梁后张法预应力施工技术
引用本文:任庆国,于琳.30m箱梁后张法预应力施工技术[J].佳木斯大学学报,2010,28(1):108-111.
作者姓名:任庆国  于琳
作者单位:[1]陕西铁路工程职业技术学院,陕西渭南714000 [2]中铁十三局第一工程有限公司,辽宁大连116028
摘    要:结合某箱梁施工实例,详细地介绍了30m箱梁后张法预应力施工技术,重点对预应力的张拉工艺进行了阐述.此技术提高了工程质量,取得了很好的经济效果,可为同类工程提供参考.

关 键 词:箱梁  后张法  预应力  施工技术

The Post-tensioned Prestressing Construction Technique for 30m Box-beam
REN Qing-guo,YU Lin.The Post-tensioned Prestressing Construction Technique for 30m Box-beam[J].Journal of Jiamusi University(Natural Science Edition),2010,28(1):108-111.
Authors:REN Qing-guo  YU Lin
Institution:1.Shanxi Railway Institute;Weinan 714000;China;2.No.1 Company;13th Bureau Group of China Railway;Dalian 116028;China
Abstract:Combined with a construction case of the box-beam, the post-tensioned prestressing construction technique for 30m box-beam was introduced and the stretching technology was analyzed.The construction quality was improved and a preferable economic benefit of the project was obtained.This technology is a feasible method for other similar projects.
Keywords:box-beam  post-tensioned  prestress  construction technology  
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