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1)  flat beam-waffle slab
扁梁-密肋楼盖
1.
Analysis of prestressed concrete flat beam-waffle slab system;
预应力扁梁-密肋楼盖体系的受力分析
2.
During the prestressing of the unbonded prestressed concrete wide flat beam-waffle slab system, the displacements and strains of slab and the prestressed concrete beams were site-measured.
在无粘结预应力扁梁-密肋楼盖体系的预应力张拉过程中,对楼板的变形、预应力混凝土梁的变形和应变进行了现场测试,分析表明楼盖体系中建立了有效的预应力效应,并指出楼板平面内刚度对扁梁中的预应力效应有较大影响。
2)  flat beams with dense ribs
密肋扁梁楼盖体系
3)  composite slim floor with deep deck
深肋组合扁梁楼盖
1.
For the steel-concrete composite slim floors,the deck shape has a significant influence on the loading capacity of the composite slim floor with deep deck and the rationalization of deck shape will not only improve the loading capacity of composite slim floors,but also bring on a good economic performance.
在深肋组合扁梁楼盖的设计中,压型钢板的板型对深肋组合扁梁楼盖的刚度、承载力等承载性能有着重要的影响。
4)  ribbed floor
肋梁楼盖
1.
Preliminary study of plane selection of concrete ribbed floor with unequal column spacing;
不等跨柱网混凝土肋梁楼盖平面选型问题初探
5)  shallow beam floor
扁梁楼盖
6)  Waffle slab
密肋楼盖
1.
During the pre-stressing of the unbonded prestressed concrete wide flat beam-waffle slab system, the displacements and strains of slab and the prestressed concrete beams were site-measured and the results were analyzed.
对预应力扁梁-密肋楼盖体系在预应力张拉过程中楼板的变形、预应力混凝土梁的变形和应变进行了现场测试和分析,运用有限元程序对结构的预应力施工过程进行了模拟分析,讨论了预应力扁梁-密肋楼盖体系的预应力效应的建立,指出预应力效应的建立受到楼板平面内刚度的影响。
2.
Meanwhile,when the same quantity of concrete is used,the deflection of the hollow floor and the waffle slab i.
同时,比较了相同混凝土用量的密肋楼盖与薄壁箱体空心楼盖在相同荷载、边界条件下的工作性能,以此体现在大跨度大空间中,薄壁箱体空心楼盖的优点。
补充资料:扁扁
1.扁,不厚。
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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