首页> 外国专利> VIBRATION REDUCTION SECTION PREFABRICATED BALLASTLESS TRACK STRUCTURE HAVING LONGITUDINAL CONNECTING STRUCTURE, AND ASSEMBLY METHOD

VIBRATION REDUCTION SECTION PREFABRICATED BALLASTLESS TRACK STRUCTURE HAVING LONGITUDINAL CONNECTING STRUCTURE, AND ASSEMBLY METHOD

机译:具有纵向连接结构的减振部分预制否定轨道结构,以及组装方法

摘要

Provided is a vibration reduction section prefabricated ballastless track structure having a longitudinal connecting structure, comprising prefabricated crossties or prefabricated track plates (1), a cast-in-place layer (2), a vibration reduction layer (6), an under-track foundation (3), a junction filling portion (402), and a longitudinal connecting structure. The multiple prefabricated crossties or prefabricated track plates (1) are spaced apart from each other in a longitudinal direction. Two transverse ends of each prefabricated crosstie or prefabricated track plate (1) in a spacer region are assembled and connected to each other by means of the longitudinal connecting structure. In part or all of spacer regions, a reinforced concrete structure is used as the junction filling portion (402). The junction filling portion (402) and the prefabricated crossties or prefabricated track plates (1) form an assembled integral structure. The prefabricated crossties or prefabricated track plates (1) form a single force-bearing long-plate unit structure body, and enable assembly and connection, position limiting, and vibration reduction. In addition, the present application improves the precision of site laying and construction, facilitates removal and mounting, reduces construction difficulty, and improves construction speed.
机译:提供了一种振动减小部分预制的凹轨道结构,其具有纵向连接结构,包括预制折叠或预制轨道板(1),浇铸层(2),振动减压层(6),底部基础(3),结填充部分(402)和纵向连接结构。多个预制串或预制轨道板(1)在纵向方向上彼此间隔开。间隔区域中的每个预制串口或预制轨道板(1)的两个横向端部组装并通过纵向连接结构彼此连接。部分或全部间隔区,钢筋混凝土结构用作结填充部分(402)。结填充部分(402)和预制的圆盘或预制轨道板(1)形成组装的整体结构。预制的粗纱或预制轨道板(1)形成单个力的长板单元结构主体,使能组装和连接,位置限制和减振。此外,本申请提高了现场铺设和施工的精度,便于去除和安装,降低了施工难度,提高了施工速度。

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