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Pre-stressed concrete track slab of slab-type ballast-less track

机译:平板式无ball轨道的预应力混凝土轨道板

摘要

Provided in the disclosure is a pre-stressed concrete track slab of slab-type ballast-less track, which includes a slab body (1), on which fastening embedded casings (4) are arranged. At least one row of longitudinal common steel bars (11) and at least one row of transverse common steel bars (12) are arranged in the slab body (1) along a length direction and a width direction. The longitudinal common steel bars (11) are insulated from the transverse common steel bars (12). At least one row of longitudinal pre-stressed steel bars (7) and at least one row of transverse pre-stressed steel bars (6) are fastened in the slab body (1) along the length direction and the width direction through anchor backing plates and fastener devices (8). In the pre-stress directions of the longitudinal pre-stressed steel bars (7) and the transverse pre-stressed steel bars (6), it is post-tensioned in both directions or it is pre-tensioned in one direction and post-tensioned in the other direction. Limiting structures (5) and grounding terminals (10) are also arranged on the slab body (1). The pre-stressed concrete track slab has the characteristics of light structural dead weight, small structure height, low manufacturing cost and deformation resistance.
机译:本发明提供了一种平板式无ball轨道的预应力混凝土轨道平板,其包括平板主体( 1 ),在其上紧固有嵌入式壳体( 4 )。在板坯( 1)中至少布置一排纵向公用钢筋( 11 )和至少一排横向公用钢筋( 12 )。 )沿长度方向和宽度方向。纵向公用钢筋( 11 )与横向公用钢筋( 12 )绝缘。至少一排纵向预应力钢筋( 7 )和至少一排横向预应力钢筋( 6 )固定在板坯中( 1 )通过锚定垫板和紧固件装置( 8 )沿长度方向和宽度方向。在纵向预应力钢筋( 7 )和横向预应力钢筋( 6 )的预应力方向上,均在两个方向上对其进行预拉伸。方向,或在一个方向上预张紧,在另一方向上后张紧。限位结构( 5 )和接地端子( 10 )也布置在平板主体( 1 )上。该预应力混凝土轨道平板具有结构自重轻,结构高度小,制造成本低和抗变形性的特点。

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