1·The 3rd floor slab adjusts insulation as eaves.
三层楼板就像一个屋檐一样调节室内的温度。
2·The cracks often appear on the top of concrete floor slab.
现浇钢筋混凝土楼板面易产生裂缝。
3·The floor slab must be reinforced to sustain this heavy equipment.
必须增加楼板的厚度，确保能承受这些沉重的仪器。
4·A concrete bench protrudes from the floor slab into the narrow garden.
一张水泥板凳从地板一直伸向狭窄的小花园。
5·If they are used as rigid water - proofing roof, impermeability floor slab, road and crack...
用作刚性防水屋面、防渗楼板、路面、缝隙处理等均可收到良好的技术经济效果。
6·Then concrete is poured, and the sleeve is pre-embedded in the prestressed hollow floor slab;
然后浇筑混凝土，将套管预埋在预应力空心楼板内；
7·The concrete floor slab design of intersecting-beam system is the normal form in structural DE sign.
混凝土交叉梁系楼面结构是设计中最常用的楼面结构形式。
8·Asbestos board divided into asbestos insulation board, asbestos by rubber sheets, asbestos floor slab.
石棉板分为石棉保温板、石棉橡胶板、石棉水泥板。
9·In order to accomplish this, the mullions of the Windows also provide structural support for the floor slab.
为了实现这一理念，窗框也同样起到了地板支撑的作用。
10·Due to the large span of the floor slab, the moment torsion of the beam, under the vertical load, is obvious.
由于板跨较大，竖向荷载使梁截面承受的扭矩较大。
1·The discrepancy between current design methods and actual structural behavior is due to the design methods ignoring membrane action of the floor slab.
现行设计方法和实际结构性能之间产生这种差异是由于设计方法中忽略了楼板的薄膜作用。
2·Combining the author's years of work practice, the paper makes the comparison and analysis of the choice principle and types of high-rise steel structure floor slab for people's reference.
现结合笔者多年工作的实践经验，对目前多高层钢结构住宅楼板从选择原则、类型等方面进行了比较与分析，谨供大家作参考之用。
3·Part of the floor slab of the atrium is removed; the bamboo courtyard extends to the dancing classroom, Yoga classroom and office in the basement.
中庭局部拆除了楼板，竹庭院延伸至地下的舞蹈教室、瑜伽教室和办公空间。
4·If they are used as rigid water - proofing roof, impermeability floor slab, road and crack...
用作刚性防水屋面、防渗楼板、路面、缝隙处理等均可收到良好的技术经济效果。
5·The influences of rigid and elastic floor slab assumption, vertical earthquake action and the temperature stress on the structural internal force and deformation are analyzed.
分别采用了刚性和弹性楼板假定，并考虑了垂直地震作用、温度应力对结构内力与变形的影响，验算了罕遇地震作用下结构的弹塑性变形。