reinforcing rib
英 [ˌriːɪnˈfɔːsɪŋ rɪb]
美 [ˌriːɪnˈfɔːrsɪŋ rɪb]
网络 补强肋; 加强筋; 加强肋
双语例句
- The reinforcing rib arranged in the corrugated outer wall adopts a hollow structure.
所述波纹形外壁间设置的加强筋为中空结构。 - The utility model comprises a triangle bracket body, a thread through hole arranged on the triangle bracket body, and a reinforcing rib arranged on one lateral side of the triangle bracket body.
本实用新型包括三角支架本体，三角支架本体上设置螺纹通孔，在三角支架本体的一个侧边上设置加强筋。 - A reinforcing rib layer is arranged at the center of the perlite board.
所述珍珠岩板中间设有加强筋层。 - The application of the reinforcing peel rib to roll press straight screw thread sleeve connection technique in bridges
钢筋剥肋滚压直螺纹套筒连接在桥梁中的应用钢筋锥螺纹接头技术规程 - The reinforcing rib can enhance the bearing capacity, but have little influence on the deformation ability.
用加强肋可以明显改善承载力，但对变形性能的影响较弱。 - An effective control of cracks at oil-reserving bottom comes from increasing strength of the bottom by thickening reinforcing rib, and increasing frequency by reducing noise also achieves.
采取增厚加强肋的办法不断提高了油底壳的强度，而且也达到了降噪增频的作用，从而有效地控制了油底壳的裂纹。 - The parameters include: reinforcing rib, tip shape, and extension length of outer tube ( OTE length).
讨论了加强肋、桩尖形状、外管突出长度参数对极限承载力和变形性能等力学性能的影响。 - When milling vertically middle plane, reinforcing rib deformed excessively in perpendicularity, and by adding two support tubes on steam guidance end, the deformation was controlled effectively.
在加工垂直中分面时，缸体的加强肋会产生过大的垂直度误差，通过在导流端增加两根支承管，可以有效控制变形。 - When milling vertically middle plane, the worst location was reinforcing rib, but simulation showed no excessive deformation arose.
在加工垂直中分面时，铣削力引起变形的最坏位置为加强肋，仿真结果显示，将铣削力施加在加强肋仍不会引起过大变形。 - Technical characteristics of reinforcing bar jointing with peel rib to roll press rectangular screw thread on project application
钢筋剥肋滚压直螺纹接头工程应用技术特点 - A practical design of reinforcing concrete rib floor
钢筋混凝土密肋楼板的实用设计法 - Discussion About the Thickness of Protective Layer of Reinforcing Bar of Main Roof Beam in Building Roof Rib Type in In-Situ Reinforced Concrete
关于现浇钢筋混凝土肋形楼盖中主梁钢筋保护层厚度问题的讨论 - Residual stress at ends of the welding seam of the saddle-shaped reinforcing rib of the rear axle cross member after stamping and after welding are measured respectively, and distribution and variation of residual stress are analyzed.
分别对轿车后桥横梁鞍形加强筋焊缝头部附近在冲压与焊接后的残余应力进行了测试，分析了残余应力分布与变化情况。 - Apart from this, the welding structure, reinforcing rib structure and their related factors of float have also been discussed.
并就浮子的焊接结构、加强筋构造及其有关参数等问题作了探讨。 - The maximum residual stress of rear axle cross member incurs at ends of the welding seam of the saddle-shaped reinforcing rib, which can result in fatigue damage.
后桥横梁鞍形加强筋焊缝头部的残余拉应力最大，可导致此处发生疲劳损伤。 - Thirdly, the assumption that the distribution of reinforcing rib could influence the stiffness of mold is brought.
然后提出不同加强筋分布方式对拉延模具刚度影响的假设。