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Prestressed reinforced concrete slabs for the railroad

机译:铁路用预应力钢筋混凝土板

摘要

1. Prestressed concrete slab for railways, comprising a prestressing steel bars of high-strength prestressing wires laid in the longitudinal and transverse directions, and voids for fasteners and slopes for water runoff, characterized in that it further comprises a plane located within from 60 to 80 mm from the bottom surface of the plate, horizontal through channels with a diameter selected in the range of 20 to 40 mm, oriented along a track parallel to each other on the races oyanii from three to seven times the minimum plate thickness from the edge of the plate at a distance, taken within one to two times the minimum plate thickness; Entrance and exit through passages in the ends of the plate is formed with a symmetrical axis of the channels a recess in the concrete in a cylindrical cavity depth and a diameter equal to half the minimum plate thickness, for insertion into the plate end cushioning elastic cylindrical elements, and a portion of plates formed with technological fasteners rectangular cavities for pulling, tension and fastening steel ropes with anchors with subsequent grouting with concrete, the width of the fastening void corresponds to the minimum thickness no plate, and the length is chosen in the range from half to three times the minimum thickness prestressed slab, and the adjacent fastening voids can be displaced relative to each other by a distance not smaller than that between the adjacent through channels. ! 2. The prestressed concrete slab for railways according to claim 1, characterized in that provided in its lower part ribbing oriented perpendi
机译:1.一种用于铁路的预应力混凝土板,其包括沿纵向和横向放置的高强度预应力钢丝的预应力钢筋,用于紧固件的空隙和用于径流的坡度,其特征在于,它还包括一个位于60至距板底面80毫米,水平通过的通道的直径在20到40毫米范围内选择,在oyanii座圈上沿彼此平行的轨道定向,是边缘最小板厚的三至七倍板的距离应小于最小板厚度的一到两倍;穿过板端部的通道,通过通道的对称轴形成进出口,在混凝土中形成一个圆柱孔深度的凹槽,直径等于最小板厚度的一半,以便插入到板端缓冲弹性圆柱中元件和一部分用技术紧固件制成的板矩形腔,用于拉紧,拉紧和固定带有锚固件的钢丝绳,并随后用混凝土灌浆,紧固空隙的宽度对应于无板的最小厚度,并且长度在其范围是最小厚度预应力板的一半到三倍,并且相邻的紧固孔可以相对于彼此移位不小于相邻的贯通通道之间的距离的距离。 ! 2.根据权利要求1所述的用于铁路的预应力混凝土板,其特征在于,在其下部设有肋骨定向的衬板。

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