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首页> 外文会议>International Conference on Energy and Environmental Protection >Empty adaptive trial study on airport prestressed concrete road surface
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Empty adaptive trial study on airport prestressed concrete road surface

机译：机场预应力混凝土路面的空自适应试验研究

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At the stage, the airport prestressed concrete pavement of our country is still in the research stage. In this paper, an experimental analysis on mechanical effects about the void prestressed concrete pavement has been done. Deflection has been compared under plain concrete pavement and prestressed concrete pavement by experimental methods. Experimental road panel surface size selected 2m × 1m × 0.25m. Firstly, analyze the deflection effect of ordinary concrete pavement under the void action. Secondly, analyze the deflection effect of prestressed concrete pavement under the void action. Finally, compared the deflection under the two states with plain concrete pavement and prestressed concrete pavement two pavement forms in good condition and void road, the experimental results indicates that performance of pavement is with preferential treatment to the carrier: whole prestressed concrete pavement, the viod pavement of prestressed concrete, whole plain concrete pavement, the viod pavement of plain concrete. Through the analysis, the deflection of prestressed concrete pavement is smaller about 40% than plain concrete road surface. The existence of the prestressed reinforcement makes the strength and stability greatly improved, and effectively improve the way of the bearing capacity and durability. At present, the normal operating state of the airport concrete pavement is seriously affected by the increase of its working time and the decline of the bearing capacity of the road panel under the unfavorable factors such as the emptying of the bottom of the plate. It is found that the use of prestressed concrete pavement can effectively improve the stiffness, integrity and stability of the road surface, and can effectively adapt to the emptying state of the road panel.
机译：在舞台上，我们国家的机场预应力混凝土路面仍在研究阶段。在本文中，已经完成了关于空隙预应力混凝土路面的机械效应的实验分析。通过实验方法在普通的混凝土路面和预应力混凝土路面下比较了偏转。实验道路面板表面尺寸选择2m×1m×0.25米。首先，分析空隙作用下普通混凝土路面的挠度效应。其次，分析了空隙作用下预应力混凝土路面的挠度效应。最后，将两种状态下的偏转与普通的混凝土路面和预应力混凝土路面两条路面形式良好，实验结果表明路面的性能对载体的优先待遇是：整个预应力混凝土路面，viod预应力混凝土的路面，整个普通混凝土路面，普通混凝土的viod路面。通过分析，预应力混凝土路面的偏转比普通混凝土路面小40％。预应力加固的存在使得强度和稳定性大大提高，有效地提高了承载能力和耐用性的方式。目前，机场混凝土路面的正常运行状态受到其工作时间的增加和道路面板承载力下降的严重影响，如不利因素，如盘子底部的排空。结果发现，预应力混凝土路面的使用可以有效地提高路面的刚度，完整性和稳定性，并且可以有效地适应路面的排空状态。

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