| 碗扣式满堂支架现浇连续箱梁施工技术 |
| |
| 引用本文： | 马飞云.碗扣式满堂支架现浇连续箱梁施工技术[J].中小企业科技,2011(11). |
| |
| 作者姓名： | 马飞云 |
| |
| 作者单位： | 中铁二十五局集团柳州铁路工程有限公司; |
| |
| 摘 要： | 文章通过仁丽线关坡立交大桥预应力砼连续箱梁采用碗扣式满堂支架现浇技术的施工实例,详细介绍了支架、车行通道、模板的设计方案及施工技术措施,并对支架及车行通道支墩的受力进行了检算,对其他类似工程的施工颇具借鉴意义。
|
| 关 键 词： | 连续箱梁 碗扣式满堂支架 现浇 万能杆件 |
The Construction Techniques of Cast-in-place Continuous Beam of Cuplock Joint Full Framing |
| |
| Authors: | MA Fei-yun |
| |
| Institution: | MA Fei-yun (China Railway No.25 Liuzhou Railway Engineering Co.,Ltd.,Liuzhou Guangxi 545007) |
| |
| Abstract: | Based on the example of the construction of cast-in-place continuous beam of cuplock joint full framing of prestress concrete of Renli Line Guanpo Viaduct,the paper introduces the design plans about frames,passageway for vehicles and formwork and their construction techniques and calculates the stress of frame and passageway for vehicles,for the reference of the similar projects. |
| |
| Keywords: | continuous beam cuplock joint full framing cast-in-place universal rod body |
| 本文献已被 CNKI 等数据库收录！ |
