期刊文献+

50m T梁两阶段张拉新工艺

The two phases stretching new technology of 50m T-typed beam
下载PDF
导出
摘要 介绍了50m T梁两阶段张拉施工新工艺,指出该工艺利用混凝土早期强度形成快的特点,在强度达到设计强度的75%~80%以上时张拉部分预应力,保证T梁出槽,在混凝土强度满足设计要求后实施全预应力张拉。通过实施该工艺,在确保工程质量的前提下,加快了工程进度,降低了成本。 The two phases stretching new technology of 50 m T-typed beam was introduced. It pointed out that the technology made use of the concrete early intensity formation fast characteristics, when the intensity reached above 75 % - 80 % of designed intensity, the stretching part was prestressed and guaranteed T-typed beam out machine, while the whole prestressed stretching was carried after concrete intensity reached designed requir^aent. The engineering progress was accelerated and the cost was reduced with the new technology at the precondition of guaranteeing engineering quality.
作者 金斌
出处 《山西建筑》 2009年第21期128-129,共2页 Shanxi Architecture
关键词 50m T梁 两阶段张拉 施工工艺 预应力 50 m T-typed beam, two phases stretching, construction technology, prestressing
  • 相关文献

参考文献3

二级参考文献2

  • 1JTJ041-2000.公路桥涵施工技术规范[S].[S].,..
  • 2交通部第一公路工程总公司.公路施工手册-桥涵[M].北京:人民交通出版社,2000..

共引文献7

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