1) open waffle slab
开孔密肋楼盖
1.
Authors expound plastic formwork technology for open waffle slab of clean room in IC workshop systematically,and discuss the key problems in construction and controlling method.
塑料模壳适用于混凝土密肋楼盖的模板,对IC厂房无尘车间开孔密肋楼盖可拆式模壳技术进行系统阐述,并探讨施工要点及其控制方法。
2) 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。
3) multi-ribbed floor
密肋楼盖
1.
Technical economy comparison of cross beam floor and multi-ribbed floor;
井字梁楼盖与密肋楼盖技术经济上的比较
2.
The paper intends to study the vertical and lateral compression mechanical properties of reinforced concrete multi-ribbed floor structure with embedded hollow box fillers so as to find out a simple inspection method of the field.
目的研究拼装棚模现浇混凝土密肋楼盖中的空心盒竖向和侧向抗压力学性能,提出一种现场检验的简便方法。
4) ribbed floor
密肋楼盖
1.
The crossed dense ribbed floor system is an economic and rational floor system.
密肋楼盖是一种比较经济合理的楼板体系。
2.
The author discusses the computing method of internal forces in the prestressed concrete flat beam -ribbed floor system.
针对预应力扁梁——密肋楼盖结构的整体分析方法进行了讨论并提出建议,利用有限元方法分析了预应力和扁梁宽度对楼板刚度的影响,其结果表明预应力张拉施工阶段往往是最不利的荷载工况,而扁梁宽度对楼板刚度的影响较小。
3.
Comparing with slab,ribbed floor has its strong points as follows: it can save concrete used among ribs roughly 30%～50%,alleviate floor weight and reduce lots of steel weight,the space between floors becomes larger,employment of comprehensive technique is economical and reasonable.
密肋楼盖由于双向承受荷载,受力性能较好,美观实用。
5) ribbed flat slabs
密肋楼盖
1.
Optimal design and application of ribbed flat slabs with unbonded prestressed concrete;
无粘结预应力砼密肋楼盖的优化设计应用
2.
The main research of this paper is the optimal design of the unbonded prestressed concrete ribbed flat slabs in the ribbed flat slabs system.
主要研究的是密肋楼盖体系中的无粘结预应力砼密肋楼盖的优化设计。
6) waffle slab
双向密肋楼盖
1.
Nonlinear analysis on orthotropic reinforced concrete waffle slabs;
周边简支双向密肋楼盖非线性分析
2.
Nonlinear finite element analysis of a waffle slab using the ANSYS computer program was conducted and the mechanical behaviors of it were analyzed.
利用有限元程序ANSYS,对双向密肋楼盖的受力性能进行非线性有限元数值模拟,数值模拟与试验结果吻合较好,验证了有限元模拟的可行性和正确性;分析了楼盖在集中荷载作用下,密肋板和实心板受力性能的相似性,板区格数对密肋楼盖极限承载力的影响,以及与普通梁受力性能的异同。
3.
Reinforced concrete waffle slabs are being used increasingly in recent years in China because of their economic and architectural benefits.
为了了解角点支承方形区格钢筋混凝土双向密肋楼盖的受力性能与破坏形态,寻求极限平衡荷载计算方法,进行过一块尺寸为5。
补充资料：布气临界开孔率
分子式：
CAS号：
性质：均匀分布流体的分布板的最小开孔率，也是区分高压降分布板和低压降分布板的标志。郭慕孙根据散式流态化的理论和高压降分布板的概念，导得分布板的临界开孔率式中，流量系数c=0.99[d0/t)-0.125；L为床高；g为重力加速度；u为表观线速；ρf为流体密度；△ρ为颗粒与流体的密度差；d0为分布板孔径；亡为分布板厚度，对于具有散式特征的某些细粒流化床；n=4.65；εmf=0.4。
CAS号：
性质：均匀分布流体的分布板的最小开孔率，也是区分高压降分布板和低压降分布板的标志。郭慕孙根据散式流态化的理论和高压降分布板的概念，导得分布板的临界开孔率式中，流量系数c=0.99[d0/t)-0.125；L为床高；g为重力加速度；u为表观线速；ρf为流体密度；△ρ为颗粒与流体的密度差；d0为分布板孔径；亡为分布板厚度，对于具有散式特征的某些细粒流化床；n=4.65；εmf=0.4。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条