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.
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.
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.
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.
结合实际工程，介绍了无粘结预应力楼盖开洞改造工程的设计、施工等技术，为预应力工程改造设计和施工提供了经验和参考。
Based on the practical engineering, the author introduces design and construction of opening unbounded prestressed concrete slabs, which gives reference for other projects.
但目前对无梁空心楼板的研究仅刚刚起步，尚未建立起一套比较完整的设计计算理论和方法，实际工程中只能借助实心无梁楼盖的设计方法及设计人员的经验。
However, the research is only in a initiate stage, the complete theory of design has not been built, and the current method is only refer to the solid slab design process, or according to experience.
现浇钢筋混凝土楼盖边主梁考虑协调扭转的分析和设计方法是工程设计中有待进一步解决的问题之一。
Reasonable analysis and design of the cast-in-place edge girder in reinforced concrete floors taking into account effect of compatible torsion are desirable in engineering practice.
理论和实测结果表明，利用本文方法设计的MTMD系统可以有效地控制大跨楼盖的竖向振动。
The analytical and field survey results show that the MTMD system designed by the proposed method can control the vertical vibration of long-span floors effectively.
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.
所以对现浇混凝土空心楼盖进行优化设计具有重要意义。
Therefore, to optimize the design of the cast-in-place concrete hollow floor has great significance.
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.
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.
从混凝土材料本身、施工、设计三个方面分析了混凝土现浇楼盖产生裂缝的原因，并提出了相应的预防控制措施。
The cracking causes of cast in place concrete slab was discussed on three aspects: concrete materials, concrete slab construction and design. And some corresponding precautions are suggested.
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.
然而，国内学者对于整个组合楼盖的协同工作性能的研究甚少，关于这种组合楼盖的设计尚存在一些不足之处。
However, the study on the interaction working behavior about the whole composite slabs is very little, the design about it still has some shortage.
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.
但作为一种新兴的楼盖体系，人们对它受力性能的认识还不够充分，它在计算理论和设计方法上还很不完善。
Whereas, as a new technics, it's properties have not been comprehended adequately. And, it's calculating theoretics and design measures are still not consummate.
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.
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.
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.
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.
文章主要对华东师范大学文学院大跨度连廊中应用现浇混凝土空心楼盖及滑动支座设计等作一介绍。
The application of cast-in-situ hollow concrete floor system in the large span gallery of the Literature Institute of East China Normal University and the design of the slip bracket are introduced.
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.
从混凝土材料本身、施工、设计三个方面分析了混凝土现浇楼盖产生裂缝的原因，并提出了相应的预防控制措施。
The cracking causes of cast in place concrete slab was discussed on three aspects: concrete materials, concrete slab construction and design.
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.
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.
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