MY词语>英语词典>tie beam翻译和用法

tie beam

英 [taɪ biːm]

美 [taɪ biːm]

网络  系梁

化学

英英释义

noun

  • a horizontal beam used to prevent two other structural members from spreading apart or separating
    1. he nailed the rafters together with a tie beam
    Synonym:tie

双语例句

  • The installment of tie beam of pier in high earthquake intensity regions was studied in the view of improving seismic performance of bridges.
    从提高桥梁抗震性能的角度出发,研究了高烈度区桥墩系梁的设置问题。
  • Optimal Erection of Concreting Support for Tie Beam of Nanguan River Bridge
    南官河大桥系梁浇筑支架搭设施工优化
  • This paper analyses some problems that should be paid attention to during the construction of anti-seismic structure, suct as mechanical properties of reinforcement 、 substitution of reinforcement 、 binding of column tie and anchorage of beam reinforcement at frame joint 、 tied reinforcement splice joint.
    本文分析了抗震结构钢筋工程施工中,钢材材质、钢筋代换、框架节点处柱箍的绑扎及梁纵筋的锚固、钢筋接头设置等方面应注意的问题。
  • The Design of Pier Template and Foundation Beam ( Tie Beam) of Large-Diameter Belled Pier
    大直径扩底墩墩帽及基础梁(拉梁)设计
  • Function and Characteristic of Tie Beam in Seismic Shear Wall
    抗震剪力墙小跨高比洞口连梁的作用及特点
  • Visual observations showed that a horizontal displacement in the longitudinal direction of the bridge developed between the tie girder and the top flange of the floor beam at the end connection. slipping of upper femoral epiphysis
    肉眼观察表明:在端节点处的系梁和横梁上翼缘之间产生一种沿桥梁纵向的水平位移。股骨上端骨骺滑脱移位
  • Integrated Construction Technology of Rigid Tie Beam of Long Span Through Steel Tube Arch Bridge
    大跨度下承式钢管混凝土拱桥刚性系梁综合施工技术
  • In order to use this kind of pile, two problems have to be solved: the combined work stresses of pile, column and tie beam must be correctly analyzed;
    使用该类桩时,需解决两个问题,即桩、柱及连系梁共同工作的内力分析;
  • The foundation with a tie beam concrete casting, does not keep the construction joint continually.
    与系梁混凝土浇筑的基础,不留施工缝不断。
  • To sensible regulation the suspender tension, the tie beam control parts and the internal force of the arch rib will be distributed rationally.
    通过对吊杆的张拉力进行合理调整,使得系梁控制部位及拱肋的内力分布趋于合理。