1) box floor
箱型楼盖
1.
The structural form,character and the construction technology of the prestressed box floor frame were studied.
对预应力箱型楼盖结构的结构形式、构造特点及施工方式等进行研究 ,同时运用SAP91程序及弹塑性有限元程序对 2 4m× 2 4m箱型楼盖算例进行力学性能分析 ,从而充分证实预应力箱型楼盖结构是一种合理、经济的空间结构体系 ,可满足大跨度建筑的需要。
2) Prestressed Box-Type Slab
预应力箱形楼盖
3) pontoon cover
箱型舱口盖
4) beamless floor model
无梁楼盖模型
1.
In this paper,deformation and failure regularities are analysed qualitatively,and a beamless floor model is established for the large area flatly inclined layered surrounding rock-mass,then the stress distribution and tensile failure condition of the surrounding rock-mass are discussed quantitatively.
定性地分析了大面积缓倾斜层状围岩的变形与破坏规律 ,建立了 4角柱支承的无梁楼盖模型 ;定量地分析了围岩应力分布规律及拉伸破坏条件 ,并对层状围岩的锚固机理进行了探
5) plane selection of the floor
楼盖平面选型
6) deformed beamless roof
异型无梁楼盖
1.
The calculation method study of steel concrete deformed beamless roof;
钢筋混凝土异型无梁楼盖计算方法研究
补充资料：LS90型漏触电保护箱
LS90型漏触电保护箱
止一二一_霭矍皿 LS90型漏触电保护箱
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条