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Precast concrete version and sliding with plates that are used in construction methods and method of precast concrete version

机译:预制混凝土版本和用于建筑方法的预制板和预制混凝土版本的方法

摘要

PROBLEM TO BE SOLVED: To provide a construction method for replacing a PCa slab in a runway and an apron in an airport and eliminating a step caused when constructing a new PCa slab adjacent to the existing or already replaced PCa slab temporarily by a simple configuration.;SOLUTION: In this construction method for precast concrete slab, when height of an end part of the adjacent and temporarily constructed precast concrete slab 20A is smaller than height of an end part of the existing or already replaced precast concrete slab 20 and the step H occurs, the smoothing plate 40 having one end part having thickness being equivalent to that of the step and the other end part having a tapered part 44 whose thickness is gradually reduced is formed, and the smoothing plate 40 is fixed on an upper face of the end part of the temporarily constructed precast concrete slab 20A to eliminate the step H. Furthermore, when constructing the temporarily constructed precast concrete slab 20A actually, the smoothing plate 40 is first removed and then this precast concrete slab is actually constructed.;COPYRIGHT: (C)2009,JPO&INPIT
机译:要解决的问题:提供一种在跑道和机场停机坪中更换PCa平板的施工方法,并消除通过简单配置临时构造与现有或已替换的PCa平板相邻的新PCa平板时引起的步骤。解决方案:在这种预制混凝土板的施工方法中,当相邻且临时构造的预制混凝土板20A的端部高度小于现有或已经更换的预制混凝土板20和步骤H的端部高度时。在这种情况下,形成平滑板40,该平滑板40的一个端部的厚度等于该台阶的厚度,而另一端部的锥形部44的厚度逐渐减小,并且将该平滑板40固定在该板的上表面。临时预制混凝土板20A的端部以消除步骤H。此外,当实际构造临时预制混凝土板20A时,首先移除平滑板40,然后再实际建造该预制混凝土板。;版权所有:(C)2009,日本特许厅&INPIT

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