现浇钢筋混凝土楼板面易产生裂缝。
主展厅局部二层楼面采用钢梁-网架-钢筋混凝土楼板组合结构。
The local 2nd floor structures in main hall is combined with steel beams, space grids and RC slabs.
混凝土在现代工程建设中占有重要的地位，特别是现浇钢筋混凝土楼板施工工艺的出现，很大程度的加快了施工进程。
In the modern construction, concrete plays an important role, especially in cast concrete construction technology. It accelerates the construction process.
装配式整体预应力板柱结构是采用预制的钢筋混凝土楼板和柱作为主要的受力构件，通过整体张拉预应力钢筋而形成的板柱结构体系。
Slab-column structure assembled by monolithic prestressing is a type of structure system in which prefabricated reinforced concrete slabs and columns are main members bearing load.
本文通过实际房屋结构中钢筋混凝土楼板的动力测试，表明在实际工程中通过对比动静载测试结果，可以用实测的自振频率对钢筋混凝土板的完好程度做出评估。
In the paper, by contrasting the measured static and dynamic results, it is shown that the RC floors 'damage extent could be evaluated by use of measured natural frequencies in practical engineering.
详细讨论了基于有限元分析的钢筋混凝土和预应力混凝土楼板的板带截面设计方法。
The section design method of slab strips for reinforced concrete and post tensioned concrete slabs is discussed in detail.
本文介绍了冷轧扭钢筋混凝土加气混凝土复合大楼板的结构试验结果。
The tests of structural behaviours for aerocrete and concrete floor panels reinforced with cold-rolled-twisted are introduced.
本文介绍了在楼房内二层楼板上，用控制爆破成功地拆除钢筋混凝土基础的一个实例。
This paper describes a successful example of demolition of a reinforced concrete base by controlled blasting in the room on the second floor.
对于超长钢筋混凝土框架结构，变温的作用常常导致混凝土梁和楼板的开裂。
For over-long reinforced concrete frame structure, temperature loading often leads to crack formation of the beams and plates.
钢筋混凝土楼(屋)盖结构大都采用单向板、双向板、主次梁结构、无梁楼板以及井字梁结构等。
The one-way slab, two-way slabs, principal and subordinate-beam structure, non-beam structure and the grid-beam structure are putting into use in the reinforced concrete slab.
钢筋混凝土梁板体系中梁与楼板作为直接承担竖向荷载的构件，彼此之间相互作用，共同工作。
Beam and slab of RC floor system, which bear vertical load directly, act on each other and work together.
通过对钢筋混凝土现浇楼板的有限元分析，提出用抗裂系数来评价现浇楼板在早期的裂缝状况，并针对楼板的不同部位采用对应的裂缝评价标准。
Based on the finite element analysis, the early crack condition of a cast-in-place reinforced concrete slab is evaluated by the crack resistant coefficient.
后续类似的工程实践证明，采用本文提出的—通过设计、施工、材料等方面综合技术措施完全可以将钢筋混凝土现浇楼板裂缝控制在无害范围内。
The similar engineering practice mentioned proved that by compound control of material, design and construction measures, the cracks in construction can be controlled in acceptable range.
后续类似的工程实践证明，采用本文提出的—通过设计、施工、材料等方面综合技术措施完全可以将钢筋混凝土现浇楼板裂缝控制在无害范围内。
The similar engineering practice mentioned proved that by compound control of material, design and construction measures, the cracks in construction can be controlled in acceptable range.
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