• 回转支承进行受力分析强度校核基础设计作了几点改进加大钢球直径、增加高度、选用高级合金钢材料等。

    Based on the force analysis and strength check on the gyroscopic support, the original design has been improved, such as enlarging the diameter of steel material.

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  • 回转支承回转过程不可避免地将产生振动振动所带来冲击会影响部件强度

    For the large slewing bearing, vibration inevitably comes into being in the course of rotating, and the impact brought by vibration may impair the intensity of assemblies.

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  • 英国为了加固楼板支承加强强度通常在楼板梁之间安装一定间隔的剪刀撑。

    In order to stiffen floor joists and add to their strength, it is normal in Britain to fix strutting between hem at regular intervals.

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  • 根据局部应力理论分析提出直立容器支承式支座处强度校核方法

    The introduces the new method for strength checking of vertical vessel bearing support based on theoretical analysis of local stress.

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  • 着重介绍了开孔单层网壳方案选择支承体系设计荷载以及强度整体稳定计算等。

    The scheme selection, support system, design load, strength and global stability of the holed-single spherical dome are introduced.

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  • 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计算公式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.

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  • 结构其构件成型强度高等优势普遍用作点支承玻璃结构的支承体系

    With the advantages of smaller size, easy formation and high strength, steel structure was widely applied to dot-support glass structure as support system.

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  • 对桩基轴向承载力研究确定方法,土体支承能力确定材料强度确定。

    The axial bearing weight research of pile foundation has two ways to confirm, according to soil's bearing capability, or the material intensity of the pile body.

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  • 研究结果现场运行检测记录表明,回转支承运用对轨道旋转装置金属结构的强度刚度有明显改善。 …

    The results and the site operation detection both indicate that the gyration devices improve the track strength and stiffness significantly.

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  • 地面支承反力支承架在极限荷载作用最大等效应力均小于材料的屈服强度

    The most equivalent stress of the ground supporting frame and the large reaction wall under the action of the ultimate load was less than the yield strength.

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  • 地面支承反力支承架在极限荷载作用最大等效应力均小于材料的屈服强度

    The most equivalent stress of the ground supporting frame and the large reaction wall under the action of the ultimate load was less than the yield strength.

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