密肋楼盖结构楼板薄、梁小，而承载力却较大。
The ribbed slab floors with shallow beams has thin floor and small beams but can provide large bearing capacity.
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.
因此，必须研究考虑梁板相互作用的楼盖结构分析方法。
Therefore it is necessary to research the method of structural analysis considering the interaction of plate and beam in floor structure.
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.
总结了该楼盖结构的内力分布规律，即：（1）构造上为“正交异性板”；
The laws of internal force distributing of this floor is summarized, such are: (1) structure as"orthotropic slabs";
本文介绍了牡丹江第二发电厂三期扩建工程锅炉运转层组合楼盖结构的设计与分析。
In this paper the design and analysis of composite floor structure in the boiler workshop which belongs to the 3rd enlargement to Mudanjiang 2nd Electrical Power Plant are presented.
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.
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.
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.
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.
裙房大跨度屋盖采用了后张有粘接预应力混凝土井字梁楼盖结构，设计时考虑了次弯矩的影响。
The post tensioned bonded prestressed square-crossing beams are applied in larger span roof design of podium, and secondary moments are considered in design.
介绍了现浇钢筋混凝土空心无梁楼盖结构体系的原理、边支承空心楼盖设计原理、刚度计算等方面的问题。
This paper introduces the design principle of cast-in-situ reinforced concrete hollow floor, the design method of side supporting hollow floor, stiffness account and so on.
工程中采用了大跨度次梁预应力楼盖结构，有效地降低梁的截面高度，确保层高和建筑物总高度的要求，此外还采用了超长混凝土结构无缝设计等新技术。
The project has used large-span secondary girder pre-stressed ceiling structure, which effectively reduces the beam cross-section height and ensures the total height and building height requirements.
根据材料优缺点、施工特点等进行多方案分析比较，确定展厅、报告厅、演播室等楼盖结构选用后张有粘结预应力混凝土梁，钢桁架结构楼层采用钢筋桁架组合楼板。
The post-tensions prestressed beams are disposed for large space such as exhibition halls, reporting halls and studios, while the steel truss floors are formed by steel bar truss deck.
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.
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.
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.
结合某多层钢结构住宅示范楼的设计，着重讨论了组合扁梁楼盖在大开间住宅体系中的应用及设计方法。
With reference to the structural design of one multi story lightweight steel house, the authors mainly discuss how to design the composite flat beams in large bay buildings.
结果表明，预应力混凝土刚架索梁在钢筋混凝土结构大跨度楼盖中应用时具有更好的综合效益。
The comparison results indicate that using prestressed concrete truss cable-beam in RC large span floors will get the best synthetical effect.
适用于各种楼 盖、屋盖、基础底板、砼墙体、桥梁等空心砼结构中，特别适用于空 心砼楼盖工程中。
The invention can be applied to hollow concrete structures such as roofs, foundation floors, concrete walls and bridges, especially to project of hollow floor slabs.
本文介绍在进行某建筑的室内增设大跨度夹层设计时采用的原结构构件加固、新旧构件节点连接处理、压型钢板组合楼盖等技术。
Such technology as reinforcement of old structural components, treatments of joints for new and old components and application of profiled sheet-concrete composite floor etc.
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.
现浇空心板楼盖是板系空间结构。
大跨度空间结构楼盖的人行舒适度问题是结构设计中不可忽视的重要因素。
The vibration comfort design of large-span floor is an important issue of structure design.
适用于各种楼盖、屋盖、基础底板、砼墙体、桥梁等空心砼结构中，特别适用于空心砼楼盖工程中。
The present invention is suitable for floor slab, foundation slab, wall, bridge and other hollow concrete structure, and is especially suitable for hollow concrete floor slab engineering.
本文在总结目前楼盖体系主要性能指标的基础上，开发了一种新型结构型式—现浇预应力混凝土复合楼盖体系。
On the basis of summarizing the main performance index of the current floor slab system, this paper developed a new structural shape-the cast-in-place pre-stressed compound floor slab system.
结合已建成的工程实例介绍了使用薄壁塑料盒作为填充体的蜂窝式空心无梁楼盖的结构型式及其设计计算方法，并提出了该类空心无梁楼盖板的挠度计算方法。
Structural type, design and calculation method of cellular voided flat slab with plastic boxes embedded in a underground garage were presented, calculating method of the deflection was proposed.
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