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High-damping fixing structure for ballastless track steel rails
The invention discloses a high-damping fixing structure for ballastless track steel rails. By adopting the high-damping fixing structure, flexural vibration of the steel rails caused by discrete support is effectively inhibited, vibration energy of the steel rails is effectively consumed, vibration and noises can be inhibited, periodic abrasion loss of wheel tracks is improved, dynamic vibration impact of the wheel tracks is effectively alleviated, and transmission of vibration to a sub-rail foundation is weakened. The high-damping fixing structure comprises a steel rail and the sub-rail foundation; through buckling systems which are longitudinally arranged at intervals, the steel rail is fixedly mounted on the sub-rail foundation; one or at least two shearing energy-consumption devices which are arranged longitudinally at intervals can be arranged between the two adjacent buckling systems and positioned on the surface of the sub-rail foundation; each of the shearing energy-consumptiondevices acts upon the steel rail and vertical support is formed by the shearing energy-consumption devices and the steel rail; the shearing energy-consumption devices are provided with a pair of sidestop blocks which are positioned on the two sides of the steel rail; energy-consumption wedged blocks are fixedly arranged on the tops of the side stop blocks; and a clamping device acts upon the two-sided side stop blocks, so that the two-sided energy-consumption wedged blocks are tightly adhered and clamped with the rail waist of the steel rail and a vertical shearing energy-consumption structure is formed.
一种无砟轨道钢轨高阻尼固定结构,以有效抑制离散支撑导致的钢轨弯曲振动,有效耗散钢轨振动能量,抑制振动和噪声,改善轮轨周期性磨耗,有效缓解轮轨动态振动冲击,减弱振动向轨下基础的传递。包括钢轨和轨下基础,纵向间隔设置的扣件系统将钢轨固定安装在轨下基础上。相邻两扣件系统之间在轨下基础表面上设置一个或者纵向间隔设置至少两个剪切耗能装置,各剪切耗能装置作用于钢轨上对其形成垂向支撑;所述剪切耗能装置具有一对位于钢轨两侧的侧挡块,侧挡块的顶部固定设置耗能楔块,夹紧装置作用于两侧侧挡块上,使两侧耗能楔块与钢轨轨腰部紧贴且夹紧,形成垂向剪切耗能结构。
High-damping fixing structure for ballastless track steel rails
The invention discloses a high-damping fixing structure for ballastless track steel rails. By adopting the high-damping fixing structure, flexural vibration of the steel rails caused by discrete support is effectively inhibited, vibration energy of the steel rails is effectively consumed, vibration and noises can be inhibited, periodic abrasion loss of wheel tracks is improved, dynamic vibration impact of the wheel tracks is effectively alleviated, and transmission of vibration to a sub-rail foundation is weakened. The high-damping fixing structure comprises a steel rail and the sub-rail foundation; through buckling systems which are longitudinally arranged at intervals, the steel rail is fixedly mounted on the sub-rail foundation; one or at least two shearing energy-consumption devices which are arranged longitudinally at intervals can be arranged between the two adjacent buckling systems and positioned on the surface of the sub-rail foundation; each of the shearing energy-consumptiondevices acts upon the steel rail and vertical support is formed by the shearing energy-consumption devices and the steel rail; the shearing energy-consumption devices are provided with a pair of sidestop blocks which are positioned on the two sides of the steel rail; energy-consumption wedged blocks are fixedly arranged on the tops of the side stop blocks; and a clamping device acts upon the two-sided side stop blocks, so that the two-sided energy-consumption wedged blocks are tightly adhered and clamped with the rail waist of the steel rail and a vertical shearing energy-consumption structure is formed.
一种无砟轨道钢轨高阻尼固定结构,以有效抑制离散支撑导致的钢轨弯曲振动,有效耗散钢轨振动能量,抑制振动和噪声,改善轮轨周期性磨耗,有效缓解轮轨动态振动冲击,减弱振动向轨下基础的传递。包括钢轨和轨下基础,纵向间隔设置的扣件系统将钢轨固定安装在轨下基础上。相邻两扣件系统之间在轨下基础表面上设置一个或者纵向间隔设置至少两个剪切耗能装置,各剪切耗能装置作用于钢轨上对其形成垂向支撑;所述剪切耗能装置具有一对位于钢轨两侧的侧挡块,侧挡块的顶部固定设置耗能楔块,夹紧装置作用于两侧侧挡块上,使两侧耗能楔块与钢轨轨腰部紧贴且夹紧,形成垂向剪切耗能结构。
High-damping fixing structure for ballastless track steel rails
一种无砟轨道钢轨高阻尼固定结构
LI ZHONGJI (Autor:in) / CHEN ZHIXIAN (Autor:in) / YANG JIZHONG (Autor:in) / LIN HONGSONG (Autor:in) / DAI FENG (Autor:in) / FENG DUBEI (Autor:in) / XIAO FEIZHI (Autor:in) / JIANG YAO (Autor:in) / CHEN ZHIHUI (Autor:in) / CHEN YITING (Autor:in)
29.12.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E01B
PERMANENT WAY
,
Gleisoberbau
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