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对接焊接的英文

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"对接焊接"怎么读用"对接焊接"造句

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  • butt welding

例句与用法

  • Industrial valves - butt welding ends for steel valves
    工业阀门.钢阀门的对接焊接
  • Methods of bend test for butt welded joint
    对接焊接头的弯曲试验方法
  • Steel tubes . butt welding caps
    钢管.对接焊接焊嘴
  • The code of radiographic examinatio of butt welded - joints of pressure steels pipes and tubes
    钢制承压管道对接焊接接头射线检验技术规程
  • Industrial - process control valves - dimensions - end - to - end dimensions for buttweld , two - way , globe - type , straight pattern control valves
    工业过程控制阀.尺寸.对接焊接,两向,球型,垂直模式控制阀端对端尺寸
  • Then an thorough computer modeling using finite element program with material , geometry and state triple - nonlinear taken into account is carried out on a series of influencing factors , such as comparison with npn - beam splice connection , comparison of varies designed theories , and the varying of fraction coefficient , diameter , grade , pretension and arrangement of bolts , thickness of web and flanges of beam and column , splicing location , axial loading on column , etc . lots of useful conclusions are drawn form computer modelling . finally , design and construction suggestions are given out . this study fills the black in the field of steel beam - to - column connection with cantilever beam high - strength bolted - splicing at both home and abroad
    然后,本文在考虑材料、几何和状态三重非线性的基础上,对该连接形式进行了全面的计算机模拟,主要考虑了带悬臂梁段全螺栓拼接的梁柱连接节点与无拼接的梁柱连接及翼缘对接焊接腹板拼接的连接节点的对比,各种设计方法之间的对比,以及翼缘拼接和腹板拼接的螺栓间距、直径和数量,拼接点与梁端之间的距离,梁和柱的翼缘、腹板厚度,柱的轴力,接触面的摩擦系数,翼缘和腹板拼接板的厚度等因素的影响。
  • Based on the investigation of research and application of concrete - filled tubular column to steel beam connections in china and abroad , according to engineering practice , six full - size specimens that the joints composed by concrete - filled square tubular column and i - shape steel beam divided as a and b groups have been tested under cyclic - loading in this paper . the three specimens of group a are connected by bolt - weld and the group b connected by welded at the end of beams
    本文在总结分析了国内外关于钢管混凝土框架节点研究与应用现状的基础上,以实际工程为背景,在国内首次进行了a 、 b两组共6个足尺节点试件的低周反复循环加载试验,其中a组三个试件梁端采用栓-焊连接; b组三个试件梁端为全对接焊接
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