tie bar中文,tie bar的意思,tie bar翻译及用法

2025-09-09 14:58 浏览次数 7

tie bar

[tai bɑ:]

n. [建] 系桿;领带夹(等于tie clasp);[铁路] 尖轨连接桿

tie bar 英语释义

英语释义

    1. a bar used as a tie rod

    2. a rod between two railway switch rails to hold them to gage

tie bar 片语

片语

stickpin领带夹(指插于领带上的装饰别针)

Column Tie-Bar柱箍筋

tie-bar print组芯芯座

tiller tie-bar舵桿连桿

deformed tie-bar变形拉桿

tie plate bar钢轨垫板

Tie-bar r拉桿

scarf-ring领带夹

end tie-bar末端拉桿

tie angle bar牵拉角型材

tie bar 例句

英汉例句

  • the results of steel tie bar stress analysis indicated that rectangular ties worked better than z-ties.

    通过拉结筋的应力分析可知矩形拉结筋的作用强于z字形拉结筋。

  • this article proposes a new method to calculate the initial tension of the tie bar arch bridge steeve.

    系桿拱桥中吊桿索长均较短,对于短索索力的计算存在相当的难度。

  • design of the conformation of single steel tubes concrete tie bar arch bridge;

    复兴大桥主桥为上下双层钢管混凝土系桿拱桥。

  • the lands of the tie bar die connect with the leads of the unit to form switches.

    尖端桿模子的土地连接用单位的主角到形式开关。

  • the schemes of reinforcing batten plates by tie bars are put forward and the effects of the space, diameter and types of tie bar on displacement and stress of batten plates are analyzed.

    分析了液态混凝土压强对钢管结构的作用,指出了哑铃形钢管拱先圆管后腹腔灌注顺序的合理性,提出了缀板采用对拉桿加固的方案,并分析了对拉桿间距、直径、材质等对缀板位移和应力的影响。

  • in the structure system of triangle rigid frame in combination with arch bridge of non-hinge tie bar adopted in guangzhou xinguang bridge, the triangle rigid frame plays an important rule.

    广州市新光大桥采用三角刚架与下承式无铰系桿拱桥相结合的结构体系,其三角刚架具有重要作用。

  • the paper discusses the application of beret truss bearers in prestressed concrete process tie bar arch bridge construction after mechanical calculation.

    通过力学验算,初步探讨组合式贝雷桁架片托架在预应力砼系桿拱桥梁施工中的应用。

  • suggestted steel tie bar anchorage lengths in perforated brick masonry on aseismatic and non aseismatic request have been given.

    本文给出了有抗震设防要求和无抗震设防要求时的建议拉结钢筋的埋置长度。

  • meanwhile, the connecting nodes of the arch foot and the tie bar are structurally optimized to solve the problem of complicated forces on the arch foot.

    同时,对拱脚和系梁连接节点处进行了结构优化,解决了拱脚处受力复杂的问题。

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