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.
建筑的结构包括钢筋混凝土承重柱、梁、墙面和天花板。
The building structure is made of reinforced concrete load-bearing columns, beams, walls and ceilings.
预应力锚索与钢筋混凝土梁和板的结合使用，能较好地传递锚索的强大作用力，提供较大的挡护力。
The combination of prestressed anchorage cable and reinforced concrete beam and slab can well transmit the powerful action force of the cable, which can provide strong blocking and protecting force.
王艳丽，张云龙，费以原钢筋混凝土井式梁在屋面和非承墙、板荷载的楼面结构多有出现。
Derrick-type reinforced concrete beam often appears in the framework of house walls and building walls that don't support the weight of walls, boards and so on.
实心板与钢筋混凝土梁整浇在一起，可以减少自重以便承受更多的活荷载。
The use of hollow POTS, in conjunction with reinforced concrete, reduces the dead weight and, therefore, permits a greater life load to be carried.
各楼层的梁板柱(包括悬挂斜拉索的立柱)为钢筋混凝土结构。
The complicated structure incorporates a reinforced concrete structure and a spatial steel structure with a stayed cable structure.
介绍了五座城市立交桥或高架桥的钢筋混凝土连续箱梁翼板横向开裂的情况。
The cases of transverse cracking in the flange slabs of reinforced concrete continuous box girders of five urban flyovers or viaducts are introduced.
对于钢筋混凝土框架结构设计中，基础、梁、柱、板四部分应注意的问题，分别提出了几点看法。
For the design of reinforced concrete frame structure, the four parts of foundation, beams, columns, boards should be paid attention to. A few comments are presented respectively.
本文对现浇钢筋混凝土梁、板的几种裂缝产生的原因进行了分析，并提出处理方法。
This paper analyses some kinds of fissures in cast in place reinforced concrete beams and slabs, and puts up several methods for dealing with the fissures.
吉水赣江大桥是江西省第一座拱上建筑采用现浇连续板梁式结构，且桥墩为钢筋混凝土空心墩的箱型拱桥。
Ganjiang bridge in Jishui is the first box-arch bridge, which has continuous cast boards and girders construction on the arch and whose piers made from reinforced concrete are hollow.
该文基于钢筋混凝土结构设计理论中的截面平衡方程和应力应变关系，为FRP板加固的钢筋混凝土梁的计算提供了行之有效的理论和方法。
Based on equilibrium equations and stress strain relationships, an effective theory and computational method for the analysis of RC beams strengthened with FRP plates are presented.
主梁采用钢管混凝土桁架与钢筋混凝土板组合梁。
The main beam adopts the CFST truss and reinforced concrete deck slab.
使用预制钢筋混凝土梁或者现浇钢筋混凝土板会很容易将两侧地下连续墙的跨度空间连接起来，从而完成隧道的主壳。
The span between two such diaphragm walls can easily be bridged with precast reinforced concrete beams or a cast in-site reinforced concrete slab to complete the main shell of the tunnel.
本文对10根钢筋混凝土梁进行了四点弯曲试验，研究了CF RP板表层嵌贴法加固混凝土梁的抗弯性能。
Based on the results of four-point bending tests of 10 RC beams, this thesis studies the flexural performance of the strengthening RC beams with near surface mounted CFRP strips.
公路桥梁预制钢筋混凝土板梁施工中，底模的制作及脱模是关键。
Fabricating and demoulding of the base mould is a key during the course of construction for precast plate girder of highway bridge.
目前，对钢筋混凝土连续梁板在竖向荷载作用下的计算，常用的有两种方法，即按弹性方法计算和按塑性方法计算。
At present, The calculation method of continuous board and beam under vertical loads has two methods: elastic method and plastic method.
实心板与钢筋混凝土梁整浇在一起，可以减少自重以便承受更多的活荷载。
The use of hollow POTS, in conjunction with reinforced concrete, reduces the dead...
文中提出了周边梁支承的钢筋混凝土园形板抗弯极限强度的计算公式并对一些存在问题进行了分析讨论。
The ultimate bending strength calculating formulas for the plate are proposed and some existing problems are analysed in the paper.
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.
某教学楼钢筋混凝土现浇梁板、承重墙体严重开裂，梁板挠度大幅度超过规范允许值、刚度严重不足，致使建筑物不能正常使用。
The girder board and wall of a teaching floor have crazed, its girder board deflection is over criterion value, its stiffness is insufficiency. The building can not be used ordinarily.
本文在分析现浇钢筋混凝土空心板无梁楼盖和扁梁的力学性能的基础上，推荐了一种新型的楼盖体系：现浇钢筋混凝土扁梁—空心板楼盖。
The method of virtual intersection girder was applied to analyse the mechanical behavior of an actual project of cast-in-site reinforced concrete hollow girderless floor in this paper.
本文在分析现浇钢筋混凝土空心板无梁楼盖和扁梁的力学性能的基础上，推荐了一种新型的楼盖体系：现浇钢筋混凝土扁梁—空心板楼盖。
The method of virtual intersection girder was applied to analyse the mechanical behavior of an actual project of cast-in-site reinforced concrete hollow girderless floor in this paper.
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