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1)  PC rail girder
预应力轨道梁
2)  prestressed concrete track girder
预应力混凝土轨道梁
1.
Experimental and analytical studies are conducted to investigate the time-dependent behaviors of 4 prestressed concrete track girder models(1∶5) of urban light rail for about 500 days.
通过4根1∶5城市轻轨预应力混凝土轨道梁模型的500 d长期试验,对其时随性能进行较系统的研究与分析,重点考察混凝土种类、截面上下缘应力差等因素对轨道梁徐变变形、徐变应变、截面曲率、钢筋应力及预应力筋应变等的影响。
3)  PC(prestressed concrete) rail beam
预应力钢筋混凝土轨道梁
4)  prestressed beam
预应力梁
1.
Summaries of big span prestressed beam construction work;
大跨度预应力梁的施工工作总结
2.
In order to guarantee the construction quality of 500 mm×1 900 mm bonded prestress beam,its construction procedure,installation and demolishment of formwork,corrugated pipe setting,prestressed beam baiting,threading and stretching duct grouting and end envelop and other construction points were illustrated,so as to guarantee both quality and quantity.
为了保证500 mm×1900 mm预应力梁的施工质量,对该预应力梁的施工顺序、模板安装与拆除、波纹管留设、预应力筋下料、穿束与张拉孔道灌浆及端部封裹等方面分别阐述其施工要点,保质保量地完成了该预应力大梁的施工。
3.
In this paper,design of long-span prestressed beam is introduced.
文章叙述了大跨度预应力梁的整体设计,包括计算程序的应用、预应力筋数量的估算、材料和锚具的选择及构造要求等,供设计参考。
5)  prestressed girder
预应力梁
6)  prestressed concrete beams
预应力梁
1.
The reinforcement mechanism and effect of Carbon Fiber Reinforced Polymer for prestressed concrete beams is studied through experiments.
通过试验对碳纤维加固预应力梁的受力机理和加固效果进行分析,揭示了钢筋性能及本构关系对碳纤维发挥程度和加固梁承载力提高幅度的影响。
补充资料:轨道保持(见航天器轨道控制)


轨道保持(见航天器轨道控制)
orbit keeping

  guidQo baoehi轨道保持(o rbit keePing)见航天器轨道控制。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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