实心板 meaning in English
solid sheet
solid slab
Examples
- Polyee is cooperating with famous machinery suppliers and raw materials suppliers around the world . it is specialized in the production of high quality polycarbonate mutliwall sheet and solid sheet
中山市博力塑胶建材有限公司与国际著名的生产设备供应商和原材料供应商合作,专业生产聚碳酸酯系列中空板、实心板。 - Bainuo is cooperating with famous machinery suppliers and raw materials suppliers around the world . it is specialized in the production of high quality polycarbonate mutliwall sheet and solid sheet
中山市威邦塑胶建材有限公司与国际著名的生产设备供应商和原材料供应商合作,专业生产拜诺牌聚碳酸酯系列中空板、实心板。 - In light of the elastic thin plate theory , the author induced equilibrium differential equation of bi - direction cellular slab , which was proved correct through analysis and comparison to result of ansys to with theoretical calculation . through the deflection and bending moment coefficient calculation of bi - direction cellular slab under various boundary conditions , the author brought forward the theory that the deflection of mid - span and bending moment coefficient calculation of mid - span and support of bi - direction cellular slab could be in accordance with solid plates " , which could satisfy the precision of engineering
本文根据弹性薄板理论，导出了双向空腹板的平衡微分方程，并通过理论计算和通用有限元程序ansys结果对比，验证了其正确性；通过对各类边界条件下双向空腹板挠度和弯矩系数的计算比较，本文提出：双向空腹板跨中挠度及跨中、支座弯矩可使用本文空腹板刚度公式查找现有的实心板挠度弯矩系数表进行计算，完全能满足工程精度要求。 - The author , applying the program of ansys , built a nonlinear model of rc bi - direction cellular slab , and , from the comparison of equivalent - span and equivalent - thickness solid plate , drew several important conclusions . meanwhile he also pointed out that the stiffness of cellular slab would become weaker because of the holes of cross - section which make the tare weight 40 % down comparing to solid plate , but if the weakness of tare weight was considered , the cellular slab still remained the excellent features of integration and stiffness , by which the cellular slab can be put into use of large - span
本文利用有限元程序ansys ，建立了钢筋混凝土双向空腹板的非线性计算模型，并和等跨等厚度实心板进行分析对比，从而得出了一些重要结论，指出：在空腹板自重比实心板减少40左右后，空腹板的刚度虽然由于截面的开孔而削弱，但考虑自重减少后，空腹板仍表现出整体性好、刚度大的特征，从而实现较大跨度楼板的工程应用。