期刊文献+

预应力钢绞线理论伸长量计算探讨 被引量:1

Discussion on Calculation of Theoretical Elongation of Prestressed Steel Strands
下载PDF
导出
摘要 结合河南省郑州市陇海路跨南水北调总干渠的特大桥工程实例,介绍了不同布置形式下预应力钢绞线理论伸长量的计算方法。同时总结了影响理论伸长量的几种因素,并对理论伸长量计算中存在的常见问题进行探讨,提出了自己的看法和建议。 This paper introduces the calculation method of the theoretical elongation of prestressed steel strands under different layouts in combination with the example of the bridge in the South-to-North Water Transfer Project of Longhai Road, Zhengzhou City, Henan Province. At the same time, several factors affecting the theoretical elongation are summarized, common problems existing in the calculation of theoretical elongation are discussed and their own views and suggestions are put forward.
作者 曹准 张青华 曹绯云 CAO Zhun;ZHANG Qinghua;CAO Feiyun(The Second Construction Engineering Company Ltd.,of China Construction Second Engineering,Zhengzhou,Henan 450008,China)
出处 《建筑施工》 2019年第2期318-321,共4页 Building Construction
关键词 桥梁建设 预应力钢绞线 张拉 理论伸长量 非对称 bridge construction prestressed steel strand tension theoretical elongation asymmetry
  • 相关文献

参考文献6

二级参考文献15

共引文献5

同被引文献4

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部