现浇空心板楼盖是板系空间结构。
密肋楼盖是一种比较经济合理的楼板体系。
The crossed dense ribbed floor system is an economic and rational floor system.
钢筋砼扁梁楼盖已广泛应用于多高层房屋。
The reinforced concrete shallow-beam floor has been widely used in multistoried and tall buildings.
现浇混凝土空心楼盖结构在我国已得到广泛应用。
Cast-in-situ concrete hollow floor structure has been widely used all over the country.
比较分析了该楼盖结构与梁板式楼盖结构的受力差异。
The difference of internal force distribution between this floor and waffle slabs is compared and analyzed.
对组合楼盖的设计研究有利于高层钢结构建筑的长足发展。
Research and design of the composite floors is helpful to the development of high-rise steel structures.
本文采用组合扁梁、组合梁、无梁楼盖三种楼盖形式，3。
This paper presents the design results of slim floor, composite beam and flat-plate floor under the dimensions of 3.
无粘结预应力混凝土扁梁楼盖在高层、大跨建筑中广泛应用。
Unbonded prestressed concrete flat beam floor is widely applied in the structures above mentioned.
介绍了一种新型现代空间张弦桁架吊挂轻型组合楼盖结构体系。
The paper introduces a kind of new-type modern space construction system of truss string suspending light-duty to combined floor.
最后用实例讲述了预应力叠合楼盖体系的实际设计方法及步骤。
Finally, the practical design methods and process of the structure system of prestressed composite slab are expatiated by representative example.
无粘结预应力混凝土扁梁-平板结构体系是一种新型的楼盖体系。
Unbond prestressed concrete wide flat beam-slab structure is a new type of floor system.
组合扁梁楼盖设计和施工时，应注意上述问题并采取抗扭构造措施。
Attention should be paid to above-mentioned problems and structural measures taken against the torsion in the design and construction of composite flat beam floors.
对地下车库预应力混凝土楼盖与普通混凝土楼盖的方案进行了比较。
It is conducted a scheme comparison between prestressed concrete floor and plain concrete floor for an underground garage.
采用增设钢筋网水泥砂浆面层加固砖砌体、置换原有木楼盖、木屋架。
The brick walls are strengthened with reinforcing mesh, to replace the original wooden ceiling and roof frame.
冷轧扭钢筋以强度高、粘结强度好、延性可靠等优点广泛用于楼盖体系中。
The cold-rolled and twisted bars, which have many advantages such as high strength, superior bondability and reliable ductility, are widely used in floor framing system.
利用内外筒支座条件和截面高度随内力变化的方法设计预应力折线板楼盖。
Taking advantage of bearing factor and the changed section according to internal forces, prestressed folded concrete floor is designed.
通过在工程中的实际应用，使得GBF管在楼盖设计中有了重大突破与变革。
The actual application of the GBF pipe in the engineering makes it get important breakthrough and revolution in the design of the floor.
结合大挠度理论，定性地分析了按上述方法设计的蜂巢芯楼盖具有较大的安全储备。
According to the finite deflection theory, it was assayed qualitatively that the honeycomb floor which was designed base on this theory has large safety reserve.
钢筋混凝土双向密肋楼盖是适用于工业民用建筑较大跨度楼盖的理想结构形式之一。
Reinforced concrete waffle slab is one of perfect structural form applying to industrial and civil constructions of longer span.
本文论述了运用PKPM软件进行无梁楼盖结构设计及在设计中常遇到的计算问题。
This paper states the calculation problems when using PKPM software to design beamless roof structure.
通过分析圆管式空心无梁楼盖的受力特点，分析了此楼板体系的计算模型及计算方法。
Through the analysis of the stress characteristics of the circular pipe cavity mushroom floor, this paper analyzes the calculating model and method of the floor slab.
本文结合福建会堂工程结构设计实践，介绍了带平托板预应力无梁楼盖的结构设计方法。
Combined with Fujian Hall's structural design practice, unbonded prestressed flat slab with drop panel design procedure is introduced in this paper.
介绍了双向组合楼盖的有限元分析方法、试验、施工、节点构造以及现场实测挠度结果。
The finite element analysis method, the test, the construction, the joint connection and the actual deflection dat.
本文介绍两类多层与高层建筑钢筋砼楼盖结构体系——空腹夹层板与鱼骨式空腹夹层板。
This paper pressets the reinforced concrete open-web sandwich plate and the fishy bone open-web sandwich plate in the floor structure system in multistorey and tall buildings.
工程基础采用人工挖孔嵌岩灌注桩，裙楼采用预应力平板楼盖，塔楼采用钢骨混凝土结构。
Artificial pile foundation set into rock, skirt building with prestress plane floor and tower building with steel reinforced concrete (SRC) structure are adopted in the project.
高层建筑中的钢管混凝土柱，常在施工十几层或更多层的楼盖结构后，才向管内浇灌混凝土。
In tall building construction with concrete filled steel tube beam columns, the concrete is poured into the steel tube always after ten stories or more have been constructed.
分析了柱上暗扁梁在楼盖中的作用，认为它不能起到框架梁的作用，应为柱上板带的一部分。
The analysis for the concealed wide-flat beams demonstrates that it belongs to the column strip and it does not possess the function of the frame girder.
所以就整体无梁楼盖结构而言，仍可延用一般无梁楼盖结构所采用的经验系数法或等效框架法。
So as a whole structure, the flat slabs can be calculated by traditional experimental coefficient or equivalent frame.
对砖拱楼盖，采用拱框结构力学模型进行了自由振动分析，并探讨了局部振动和整体振动等同题。
The free vibration analysis is conducted by using arch-frame structure model for brick arch floor, from this the local vibration and the whole vibration of the arch are studied.
对砖拱楼盖，采用拱框结构力学模型进行了自由振动分析，并探讨了局部振动和整体振动等同题。
The free vibration analysis is conducted by using arch-frame structure model for brick arch floor, from this the local vibration and the whole vibration of the arch are studied.
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