Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ballast railway track laying method based on turnout approaching area
The invention discloses a ballast railway track laying method based on a turnout approaching area. The ballast railway track laying method comprises the following steps that S1, sleepers are laid on a track laying line with bottom ballasts at equal intervals manually in cooperation with a sleeper scattering tool; s2, the steel rail transport vehicle travels to a designated position, and the steel rail is pushed to a tractor through a steel rail pushing vehicle; s3, when the tractor drags the steel rails, the steel rail pushing trolley provides power, and the steel rails are controlled to move along the laying line; s4, after traction of one pair of steel rails is completed, the steel rails and the sleepers are pre-fixed, and the next pair of steel rails are continuously laid; s5, the step S2 to the step S4 are repeated till the tractor drives into the area close to the steel rail turnout; s6, the tractor is driven out in the direction perpendicular to the track laying line; and S7, the guiding tool is manually operated, power is output through a steel rail pushing trolley, and the remaining steel rails are pushed to move along the laying line. The invention relates to the technical field of railway construction, and through the steps, the labor cost and the time cost required during construction can be saved, so that the purpose of improving the construction speed is achieved.
本发明公开了一种基于接近道岔区域的有砟铁路铺轨方法，包括如下步骤：S1、人工配合散枕工装将轨枕等距铺设在具有底砟的铺轨线路上；S2、钢轨运输车行驶至指定位置，且通过钢轨推送车将钢轨推送至牵引车上；S3、牵引车牵引钢轨的同时钢轨推送车提供动力，控制钢轨沿铺设线路移动；S4、当一对钢轨牵引完成后，将钢轨与轨枕进行预固定，并持续对下一对钢轨铺设；S5、重复步骤S2至步骤S4，直至牵引车驶入接近钢轨道岔区域；S6、使牵引车沿垂直于铺轨线路方向驶出；S7、人工操作导向工装，并借助钢轨推送车输出动力，推送余下钢轨沿铺设线路移动。本发明涉及铁路施工技术领域，通过上述步骤，能够节省施工时所需的人力成本以及时间成本，从而达到提升施工速率的目的。
Ballast railway track laying method based on turnout approaching area
The invention discloses a ballast railway track laying method based on a turnout approaching area. The ballast railway track laying method comprises the following steps that S1, sleepers are laid on a track laying line with bottom ballasts at equal intervals manually in cooperation with a sleeper scattering tool; s2, the steel rail transport vehicle travels to a designated position, and the steel rail is pushed to a tractor through a steel rail pushing vehicle; s3, when the tractor drags the steel rails, the steel rail pushing trolley provides power, and the steel rails are controlled to move along the laying line; s4, after traction of one pair of steel rails is completed, the steel rails and the sleepers are pre-fixed, and the next pair of steel rails are continuously laid; s5, the step S2 to the step S4 are repeated till the tractor drives into the area close to the steel rail turnout; s6, the tractor is driven out in the direction perpendicular to the track laying line; and S7, the guiding tool is manually operated, power is output through a steel rail pushing trolley, and the remaining steel rails are pushed to move along the laying line. The invention relates to the technical field of railway construction, and through the steps, the labor cost and the time cost required during construction can be saved, so that the purpose of improving the construction speed is achieved.
本发明公开了一种基于接近道岔区域的有砟铁路铺轨方法，包括如下步骤：S1、人工配合散枕工装将轨枕等距铺设在具有底砟的铺轨线路上；S2、钢轨运输车行驶至指定位置，且通过钢轨推送车将钢轨推送至牵引车上；S3、牵引车牵引钢轨的同时钢轨推送车提供动力，控制钢轨沿铺设线路移动；S4、当一对钢轨牵引完成后，将钢轨与轨枕进行预固定，并持续对下一对钢轨铺设；S5、重复步骤S2至步骤S4，直至牵引车驶入接近钢轨道岔区域；S6、使牵引车沿垂直于铺轨线路方向驶出；S7、人工操作导向工装，并借助钢轨推送车输出动力，推送余下钢轨沿铺设线路移动。本发明涉及铁路施工技术领域，通过上述步骤，能够节省施工时所需的人力成本以及时间成本，从而达到提升施工速率的目的。
Ballast railway track laying method based on turnout approaching area
一种基于接近道岔区域的有砟铁路铺轨方法
DUAN QINAN (Autor:in) / CHEN ZHIYUAN (Autor:in) / PEI YUHU (Autor:in) / LIU LINFU (Autor:in) / LI YUNHAO (Autor:in) / WU YUSONG (Autor:in) / WANG HEMING (Autor:in) / WANG BAOCHEN (Autor:in)
15.10.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E01B
PERMANENT WAY
,
Gleisoberbau
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