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1)  end anchor structure
端部锚固结构
1.
This paper introduces the structural type,end anchor structure and the construction technology of continuously reinforced concrete overlay in detail,which can give some references for the application of continuously reinforced concrete pavement in the old cement concrete pavement overlay.
介绍了旧水泥混凝土路面上连续配筋混凝土加铺层的结构型式、端部锚固结构以及施工技术,以为连续配筋混凝土路面在旧水泥混凝土路面加铺中的应用提供参考。
2)  end anchorage
端部锚固
1.
The shear bond strength,the longitudinal shear strength and the shear span in design of continuous composite slabs as well as the influence of the end anchorage on the load carrying capacity of the slabs are commented.
针对钢 混凝土组合楼板叠合面的抗剪强度、连续组合板设计的纵向抗剪强度和剪跨以及端部锚固对板承载力的影响等问题进行了讨论和分析。
2.
The facilities of end anchorage of continuously reinforced concrete pavement(CRCP)is introduced,the issues related with the anchorage beam are discussed when the FEM is applied.
介绍了连续配筋混凝土路面的端部锚固设施,探讨了对锚固地梁进行有限元分析时的有关问题。
3)  anchored end
端部锚固
1.
Research on the expansion force in the anchored end of the continuously reinforced concrete pavement(CRCP);
连续配筋砼路面端部锚固力研究
4)  section iterative method
锚固端部
5)  End anchorage zone
端部锚固区
1.
Strut-and-tie models for end anchorage zones in prestressed concrete T-section girder bridges and reinforcement design
预应力混凝土T梁桥端部锚固区拉压杆模型及配筋设计
6)  anchorage structure
锚固结构
1.
Numerical simulation analysis of optimum design of a new composite anchorage structure resisting explosion
新型复合锚固结构抗爆优化设计数值模拟分析
2.
A new type of anchorage structure is introduced that includes T-type anchor pile and the low flow platforms.
如何在岸滩上建筑排体的锚固结构,是河口排体护岸工程的技术关键。
3.
The economy,reasonability,and reliability of the cable-girder anchorage structure are one of the most critical issues for the design of self-anchored suspension bridges.
自锚式悬索桥是一种将主缆锚固在自身加劲梁上的桥型,主缆锚固结构的经济性、可靠性是自锚式悬索桥设计的关键问题之一,总结了自锚式悬索桥主缆锚固结构的设计原则和主要构造形式,提出了一种新型的钢—混凝土组合锚固形式,通过对青岛海湾大桥主缆锚固结构进行有限元分析,比较了组合锚固方案和纯钢锚固方案的经济指标,结果表明,组合锚固方案具有施工方便、构造简单、传力可靠、造价低等优点,具有显著的综合效益。
补充资料:带式输送机端部破碎机


带式输送机端部破碎机


  带式输送机端部破碎机象塑
  
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