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1)  flange box-girder bridge
带翼小箱梁
2)  Flange of box
箱梁翼缘
3)  cutting wing box beam
割翼箱梁
1.
Combined with specific engineering example,the reasons of adopting cutting wing box beam were analyzed and the performing method of cutting wing box beam was introduced,the construction technology of cast-in-place flange plate was illustrated detail.
结合具体工程实例,分析了采用割翼箱梁的原因,介绍了割翼箱梁的预制方法,详细阐述了现浇翼缘板的施工工艺,并对割翼箱梁的架设和翼缘板的施工经验进行了总结,以期使山区或丘陵地带双线箱梁的过隧架设更为简便。
4)  widely-flanged box girder
大翼缘箱梁
1.
The experimental and calculated results both showed that the distortion effect on the widely-flanged box girder section is particularly notable.
采用有机玻璃材料制成箱梁模型,通过其试验结果与MIDAS/Civil有限元分析结果的对比耦合,论述了大翼缘箱梁的畸变效应。
5)  small box girder
小箱梁
1.
The construction technology of simply supported-continuous small box girder of Wanjiahu large Bridge;
万家湖大桥先简支后连续小箱梁施工技术
2.
On the construction method of small box girder erection in small area
狭小空间下小箱梁架设施工方法探讨
3.
With a three-span simple-supported then continuous small box girder bridge for the object to study and in consideration of the vertical and transverse variation of the temperature field, ANSYS is adopted to build a spatial model for analysis and calculation of the combined stress of short action effects, with emphasis on the influence of temperature stress on control of the combined stress.
以三跨先简支后连续小箱梁桥为研究对象,考虑温度场随竖向和横向的变化,采用ANSYS建立空间模型,分析计算了作用短期效应组合应力,重点分析了温度应力对其控制组合应力的影响。
6)  multi-box girder bridge
小箱梁桥
1.
Analysis of Transverse Load Distribution of Multi-box Girder Bridge and Its Experimental Study;
带翼小箱梁桥荷载横向分布计算分析及其试验研究
2.
Based on the virtual laminated element program,the ultimate loading capacity of a typical 5-span prestressed concrete simply supported continuous multi-box girder bridge is calculated and analyzed by both the geometrical nonlinearity and material nonlinearity effect.
以虚拟层合单元程序为基础,综合考虑结构的几何非线性和材料非线性,对一典型5跨简支连续小箱梁桥结构的极限承载力进行了分析,重点考察了在有、无跨中横隔梁时,结构从加载到破坏的全过程中受力性能的变化。
补充资料:只翼
1.单翅。 2.指孤独的鸟。比喻妇人独守空房。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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