CN106592425B - A kind of railway bridge-checking vehicle and its control method - Google Patents

A kind of railway bridge-checking vehicle and its control method Download PDF

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Publication number
CN106592425B
CN106592425B CN201710111595.1A CN201710111595A CN106592425B CN 106592425 B CN106592425 B CN 106592425B CN 201710111595 A CN201710111595 A CN 201710111595A CN 106592425 B CN106592425 B CN 106592425B
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support
supporting item
railway bridge
vehicle
driving unit
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CN106592425A (en
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张骞
于梦阁
王国宏
王海峰
张运广
马莉
李红梅
孙加林
张伟
孙修
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Qingdao University
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/106—Movable inspection or maintenance platforms, e.g. travelling scaffolding or vehicles specially designed to provide access to the undersides of bridges

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

本发明实施例公开了一种铁路桥检车及其控制方法,所述铁路桥检车包括车辆,所述车辆上设有控制器、传感器和支撑腿;所述支撑腿包括第一支撑件、第一支撑件驱动单元、第二支撑件和第二支撑件驱动单元,所述控制器与所述传感器、第一支撑件驱动单元和第二支撑件驱动单元电连接,所述传感器用于检测所述铁路桥检车的工况环境信息,所述控制器用于根据所述工况环境信息控制所述第二支撑件驱动单元驱动所述第二支撑件扣合或脱离所述第一支撑件。铁路桥检车支撑腿针对有砟轨道和无砟轨道的工况环境在支撑腿上设计了两个支撑件,传感器检测铁路桥检车的工况环境,控制器根据该工况环境控制支撑腿选择利用第一支撑件或第二支撑件支撑在钢轨的两侧。

The embodiment of the present invention discloses a railway bridge inspection vehicle and its control method. The railway bridge inspection vehicle includes a vehicle, and the vehicle is provided with a controller, a sensor and a support leg; the support leg includes a first support member, The first support drive unit, the second support and the second support drive unit, the controller is electrically connected to the sensor, the first support drive unit and the second support drive unit, and the sensor is used to detect The working condition environment information of the railway bridge inspection vehicle, the controller is used to control the second support drive unit to drive the second support to engage or disengage from the first support according to the working condition environment information . The supporting leg of the railway bridge inspection car is designed with two supports on the supporting leg for the working conditions of the ballasted track and the ballastless track. The sensor detects the working environment of the railway bridge car inspection, and the controller controls the supporting leg according to the working environment Choose to use the first support or the second support to support on both sides of the rail.

Description

一种铁路桥检车及其控制方法A railway bridge inspection vehicle and its control method

技术领域technical field

本发明涉及铁路桥检车技术领域,特别是涉及一种铁路桥检车及其控制方法。The invention relates to the technical field of railway bridge inspection vehicles, in particular to a railway bridge inspection vehicle and a control method thereof.

背景技术Background technique

桥梁是铁路交通的重要组成部分,在条件恶劣的自然环境中为铁路的发展创造了良好的条件,但是桥梁的老龄化或设计施工缺陷会对交通安全造成一定的影响。为了确保桥梁长期使用的安全可靠,对其进行定期检查和维修显得尤为重要。为了提高铁路中桥梁的检修效率,通常利用铁路桥检车对桥梁进行检修。Bridges are an important part of railway traffic, creating good conditions for the development of railways in harsh natural environments, but the aging of bridges or defects in design and construction will have a certain impact on traffic safety. In order to ensure the safety and reliability of bridges in long-term use, it is particularly important to carry out regular inspection and maintenance. In order to improve the maintenance efficiency of bridges in railways, railway bridge inspection vehicles are usually used to carry out maintenance on bridges.

图1A和图1B为现有技术中一种铁路桥检车的检修场景示意图,如图1A和1B所示,铁路桥检车包括车辆101,车辆101上设有依次连接的第一工作臂102、第二工作臂103和第三工作臂104,第一工作臂102、第二工作臂103和第三工作臂104可以相对摆动,在第三工作臂104的端部设有吊篮105。工作时,检修人员站在吊篮105内,车辆101的司机通过控制第一工作臂102、第二工作臂103和第三工作臂104的摆动角度,将检修人员送至桥梁106的相应位置,进而可以对桥梁106进行检修。其中,在对桥梁106进行检修时,为了提高铁路桥检车的稳定性,通常需要借助铁路桥检车支撑腿将铁路桥检车支撑在桥梁的上表面。Figures 1A and 1B are schematic diagrams of a maintenance scene of a railway bridge inspection vehicle in the prior art. As shown in Figures 1A and 1B, the railway bridge inspection vehicle includes a vehicle 101, and the vehicle 101 is provided with a first working arm 102 connected in sequence , The second working arm 103 and the third working arm 104, the first working arm 102, the second working arm 103 and the third working arm 104 can relatively swing, and the end of the third working arm 104 is provided with a hanging basket 105. During work, the maintenance personnel stand in the hanging basket 105, and the driver of the vehicle 101 sends the maintenance personnel to the corresponding position of the bridge 106 by controlling the swing angles of the first working arm 102, the second working arm 103 and the third working arm 104, In turn, bridge 106 can be overhauled. Wherein, when the bridge 106 is overhauled, in order to improve the stability of the railway bridge inspection vehicle, it is usually necessary to support the railway bridge inspection vehicle on the upper surface of the bridge by means of the supporting legs of the railway bridge inspection vehicle.

为了将铁路桥检车稳定地支撑在桥梁的上表面,铁路桥检车支撑腿和支撑面(用于支撑铁路桥检车支撑腿的表面)之间需要保持稳定的配合关系。但是,铁路的工况环境具有多样性(例如有砟轨道和无砟轨道),相应地,用于支撑铁路桥检车支撑腿的支撑面同样具有多样性,现有技术中的铁路桥检车不能满足多样性工况环境的需求。In order to stably support the railway bridge inspection car on the upper surface of the bridge, a stable fit relationship needs to be maintained between the support legs of the railway bridge inspection car and the support surface (the surface used to support the support legs of the railway bridge inspection car). But the working condition environment of railway has diversity (such as ballasted track and ballastless track), correspondingly, the supporting surface that is used to support railway bridge inspection vehicle support leg has diversity equally, the railway bridge inspection vehicle in the prior art It cannot meet the needs of diverse working conditions and environments.

发明内容Contents of the invention

本发明实施例中提供了一种铁路桥检车及其控制方法,以解决现有技术中的铁路桥检车不能满足多样性工况环境的需求的问题。Embodiments of the present invention provide a railway bridge inspection vehicle and its control method to solve the problem that the railway bridge inspection vehicle in the prior art cannot meet the requirements of diverse working conditions and environments.

第一方面,本发明实施例提供了一种铁路桥检车,包括车辆,所述车辆上设有控制器、传感器和支撑腿;所述支撑腿设置在所述车辆的底部,所述支撑腿包括支撑腿主体和与所述支撑腿主体同轴设置的第一支撑件,所述第一支撑件的一端通过第一支撑件驱动单元与所述支撑腿主体相连,所述第一支撑件的另一端为尖端,所述第一支撑件驱动单元用于驱动所述第一支撑件沿所述支撑腿主体的轴线方向运动;In the first aspect, the embodiment of the present invention provides a railway bridge inspection vehicle, which includes a vehicle, and the vehicle is provided with a controller, a sensor and a support leg; the support leg is arranged at the bottom of the vehicle, and the support leg It includes a support leg main body and a first support coaxially arranged with the support leg main body, one end of the first support is connected to the support leg main body through a first support drive unit, and the first support The other end is a tip, and the driving unit of the first support is used to drive the first support to move along the axis of the main body of the support leg;

所述第一支撑件上设有第二支撑件组件,所述第二支撑件组件包括圆盘状的第二支撑件和第二支撑件驱动单元,所述第二支撑件上设有与所述尖端相匹配的第一凹槽,所述第二支撑件驱动单元用于驱动所述第二支撑件扣合或脱离所述第一支撑件;The first support is provided with a second support assembly, the second support assembly includes a disc-shaped second support and a second support drive unit, and the second support is provided with a The first groove matched with the tip, the second support driving unit is used to drive the second support to engage with or disengage from the first support;

其中,当所述第二支撑件与所述第一支撑件扣合时,所述尖端嵌入所述第一凹槽内,且所述第二支撑件所在的平面与所述支撑腿主体的轴线垂直;Wherein, when the second support member is fastened with the first support member, the tip is inserted into the first groove, and the plane where the second support member is located is in line with the axis of the main body of the support leg vertical;

所述控制器与所述传感器、第一支撑件驱动单元和第二支撑件驱动单元电连接,所述传感器用于检测所述铁路桥检车的工况环境信息,所述控制器用于根据所述工况环境信息控制所述第二支撑件驱动单元驱动所述第二支撑件扣合或脱离所述第一支撑件。The controller is electrically connected to the sensor, the first support drive unit and the second support drive unit, the sensor is used to detect the working condition environment information of the railway bridge inspection car, and the controller is used to The working condition environment information controls the driving unit of the second support to drive the second support to engage with or disengage from the first support.

优选地,所述传感器包括图像采集单元,所述图像采集单元用于采集与所述车辆的底部相对应的桥梁表面的图像信息;Preferably, the sensor includes an image acquisition unit configured to acquire image information of a bridge surface corresponding to the bottom of the vehicle;

所述控制器用于对所述图像信息进行分析,确定所述铁路桥检车的工况环境。The controller is used to analyze the image information to determine the working condition environment of the railway bridge inspection vehicle.

优选地,所述传感器包括第一激光测距仪和第二激光测距仪,所述第一激光测距仪和所述第二激光测距仪设置在所述车辆的底部、所述车辆的轨道轮外侧,且所述第一激光测距仪和所述第二激光测距仪的连线垂直于所述车辆的行进方向;Preferably, the sensor includes a first laser range finder and a second laser range finder, the first laser range finder and the second laser range finder are arranged at the bottom of the vehicle, on the The outer side of the track wheel, and the line connecting the first laser range finder and the second laser range finder is perpendicular to the direction of travel of the vehicle;

所述第一激光测距仪和所述第二激光测距仪用于朝背离所述车辆的方向发射激光束,所述激光束垂直于所述车辆的底部所在的平面;The first laser rangefinder and the second laser rangefinder are used to emit a laser beam in a direction away from the vehicle, and the laser beam is perpendicular to the plane where the bottom of the vehicle is located;

所述控制器用于对所述第一激光测距仪和所述第二激光测距仪采集的距离信息进行分析,确定所述铁路桥检车的工况环境。The controller is used to analyze the distance information collected by the first laser range finder and the second laser range finder, and determine the working condition environment of the railway bridge vehicle inspection.

优选地,所述控制器用于对所述第一激光测距仪和所述第二激光测距仪采集的距离信息进行分析,确定所述铁路桥检车的工况环境,具体包括:Preferably, the controller is configured to analyze the distance information collected by the first laser range finder and the second laser range finder, and determine the working condition environment of the railway bridge vehicle inspection, specifically including:

所述控制器用于计算所述第一激光测距仪和所述第二激光测距仪采集的距离信息的差值;The controller is used to calculate the difference between the distance information collected by the first laser range finder and the second laser range finder;

当所述差值大于预设的第一阈值且小于预设的第二阈值时,确定所述铁路桥检车的工况环境为有砟轨道;When the difference is greater than the preset first threshold and smaller than the preset second threshold, it is determined that the working environment of the railway bridge inspection vehicle is a ballasted track;

当所述差值小于或等于预设的第一阈值,或者大于或等于预设的第二阈值时,确定所述铁路桥检车的工况环境为无砟轨道。When the difference is less than or equal to a preset first threshold, or greater than or equal to a preset second threshold, it is determined that the working environment of the railway bridge inspection is a ballastless track.

优选地,所述第二支撑件组件还包括连杆,所述连杆的一端与所述第二支撑件驱动单元相连,所述连杆的另一端与所述第二支撑件相连,且所述连杆的轴线与所述第一支撑件所在的平面垂直;Preferably, the second support assembly further includes a connecting rod, one end of the connecting rod is connected to the driving unit of the second support, the other end of the connecting rod is connected to the second support, and the The axis of the connecting rod is perpendicular to the plane where the first support member is located;

所述第二支撑件驱动单元用于驱动所述连杆带动所述第二支撑件沿第一转轴摆动,所述第一转轴与所述支撑腿主体的轴线相互垂直;The second support member driving unit is used to drive the connecting rod to drive the second support member to swing along the first rotating shaft, and the first rotating shaft is perpendicular to the axis of the main body of the supporting leg;

其中,在所述摆动的第一极限位置,所述连杆的轴线与所述支撑腿主体的轴线相互平行,在所述摆动的第二极限位置,所述连杆的轴线与所述支撑腿主体的轴线相互垂直。Wherein, at the first limit position of the swing, the axis of the connecting rod is parallel to the axis of the main body of the supporting leg, and at the second limit position of the swing, the axis of the connecting rod is parallel to the axis of the supporting leg The axes of the bodies are perpendicular to each other.

优选地,所述连杆包括连杆驱动单元,所述连杆驱动单元用于驱动所述连杆伸长或缩短。Preferably, the connecting rod includes a connecting rod driving unit, and the connecting rod driving unit is used to drive the connecting rod to extend or shorten.

优选地,所述第二支撑件为“Ω”形,所述第二支撑件的开口处为弹性件。Preferably, the second support is in the shape of "Ω", and the opening of the second support is an elastic member.

优选地,所述第一支撑件内设有尖爪组件,所述尖爪组件包括尖爪驱动单元和尖爪,所述尖端的侧壁上设有与所述尖爪相匹配的通孔;Preferably, a claw assembly is provided inside the first support, and the claw assembly includes a claw drive unit and a claw, and a through hole matching the claw is provided on the side wall of the tip;

所述尖爪驱动单元用于驱动所述尖爪伸出所述通孔,或收缩在所述通孔内部。The claw driving unit is used to drive the claw to extend out of the through hole, or to shrink inside the through hole.

优选地,所述尖爪和所述通孔的数量为3个及以上。Preferably, the number of the claws and the through holes is 3 or more.

第二方面,本发明实施例提供了一种铁路桥检车的控制方法,应用于上述第一方面所述的铁路桥检车,所述方法包括:In the second aspect, the embodiment of the present invention provides a control method for railway bridge inspection vehicle, which is applied to the railway bridge inspection vehicle described in the first aspect above, and the method includes:

当所述传感器检测到所述铁路桥检车的工况环境信息为有砟轨道时,所述控制器向所述第一支撑件驱动单元发送第一工作指令,所述第一工作指令用于指示所述第一支撑件驱动单元驱动所述第一支撑件的尖端伸入所述有砟轨道的道砟内;When the sensor detects that the working condition environment information of the railway bridge inspection vehicle is a ballasted track, the controller sends a first work instruction to the first support drive unit, and the first work instruction is used to instructing the first support drive unit to drive the tip of the first support into the ballast of the ballasted track;

当所述传感器检测到所述铁路桥检车的工况环境信息为无砟轨道时,所述控制器向所述第二支撑件驱动单元发送第二工作指令,所述第二工作指令用于指示所述第二支撑件驱动单元驱动所述第二支撑件与所述第一支撑件扣合。When the sensor detects that the working condition environment information of the railway bridge inspection vehicle is a ballastless track, the controller sends a second work instruction to the second support drive unit, and the second work instruction is used to Instructing the driving unit of the second support to drive the second support to engage with the first support.

优选地,在所述第二支撑件驱动单元驱动所述第二支撑件与所述第一支撑件扣合之后,还包括:Preferably, after the second support driving unit drives the second support to engage with the first support, it further includes:

所述控制器向所述第一支撑件驱动单元发送第三工作指令,所述第三工作指令用于指示所述第一支撑件驱动单元驱动所述第一支撑件带动所述第二支撑件延伸,直到所述第二支撑件抵住所述无砟轨道的钢轨两侧的矩形底座板或矩形轨道板的上表面。The controller sends a third work instruction to the first support driving unit, the third work instruction is used to instruct the first support driving unit to drive the first support to drive the second support Extending until the second supporting member abuts against the upper surface of the rectangular base plate or the rectangular track plate on both sides of the rail of the ballastless track.

优选地,在所述第一支撑件的尖端伸入所述有砟轨道的道砟内之后,还包括:Preferably, after the tip of the first support member extends into the ballast of the ballasted track, it further includes:

所述控制器向所述尖爪驱动单元发送第四工作指令,所述第四工作指令用于指示所述尖爪驱动单元驱动所述尖爪伸出所述通孔。The controller sends a fourth working instruction to the claw driving unit, and the fourth working instruction is used to instruct the claw driving unit to drive the claw to protrude from the through hole.

由以上技术方案可见,本发明实施例提供的铁路桥检车支撑腿针对有砟轨道和无砟轨道的工况环境在支撑腿上设计了两个支撑件(第一支撑件和第二支撑件),在工作过程中,传感器检测铁路桥检车的工况环境,控制器根据该工况环境控制支撑腿选择利用第一支撑件或第二支撑件支撑在钢轨的两侧,使得铁路桥检车可以适用于多种工况环境。It can be seen from the above technical solutions that the railway bridge inspection vehicle support leg provided by the embodiment of the present invention is designed with two supports (the first support and the second support) on the support legs for the working conditions of the ballasted track and the ballastless track. ), during the working process, the sensor detects the working condition environment of the railway bridge inspection car, and the controller controls the supporting legs according to the working condition environment to choose to use the first support member or the second support member to support on both sides of the rail, so that the railway bridge inspection vehicle The car can be applied to a variety of working conditions.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,对于本领域普通技术人员而言,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, for those of ordinary skill in the art, In other words, other drawings can also be obtained from these drawings on the premise of not paying creative work.

图1A和图1B为现有技术中一种铁路桥检车的检修场景示意图;Figure 1A and Figure 1B are schematic diagrams of a maintenance scene of a railway bridge inspection vehicle in the prior art;

图2A为本发明实施例提供的一种有砟轨道的工况环境示意图;Fig. 2A is a schematic diagram of a working environment of a ballasted track provided by an embodiment of the present invention;

图2B为本发明实施例提供的一种无砟轨道的工况环境示意图;Fig. 2B is a schematic diagram of a working environment of a ballastless track provided by an embodiment of the present invention;

图2C为本发明实施例提供的一种激光测距仪在有砟轨道的工况环境中的测距示意图;Fig. 2C is a schematic diagram of a distance measurement of a laser range finder in a working environment of a ballasted track provided by an embodiment of the present invention;

图2D为本发明实施例提供的一种激光测距仪在无砟轨道的工况环境中的测距示意图;Fig. 2D is a schematic diagram of distance measurement of a laser range finder in the working environment of ballastless track provided by the embodiment of the present invention;

图2E为本发明实施例提供的另一种激光测距仪在无砟轨道的工况环境中的测距示意图;Fig. 2E is a schematic diagram of distance measurement of another laser range finder in the working environment of ballastless track provided by the embodiment of the present invention;

图3A-3E为本发明实施例提供的一种铁路桥检车支撑腿结构示意图;3A-3E are schematic diagrams of the support leg structure of a railway bridge inspection vehicle provided by an embodiment of the present invention;

图4为本发明实施例提供的一种第二支撑件的结构示意图;Fig. 4 is a schematic structural diagram of a second support provided by an embodiment of the present invention;

图5A和图5B为本发明实施例提供的另一种铁路桥检车支撑腿结构示意图;Figure 5A and Figure 5B are schematic diagrams of the structure of another railway bridge inspection car support leg provided by the embodiment of the present invention;

图6为本发明实施例提供的一种尖爪的结构示意图;Fig. 6 is a schematic structural view of a claw provided by an embodiment of the present invention;

图7A和图7B为本发明实施例提供的一种第一支撑件的结构示意图;7A and 7B are schematic structural views of a first support provided by an embodiment of the present invention;

图中的符号表示为:101-车辆,102-第一工作臂,103-第二工作臂,104-第三工作臂,105-吊篮,106-桥梁,201-钢轨,202-梯形道床,203-第一支撑面,204-矩形轨道板,205-第二支撑面,206-矩形底座板,207-车辆,208-第一激光测距仪,209-第二激光测距仪,210-轨道轮,301-支撑腿主体,302-第一支撑件,303-第一支撑件驱动单元,304-第二支撑件,305-第二支撑件驱动单元,306-连杆,307-第一凹槽,308-尖端,401-尖爪,402-尖爪驱动单元,403-通孔。The symbols in the figure are represented as: 101-vehicle, 102-first working arm, 103-second working arm, 104-third working arm, 105-hanging basket, 106-bridge, 201-rail, 202-trapezoidal track bed, 203-first support surface, 204-rectangular track plate, 205-second support surface, 206-rectangular base plate, 207-vehicle, 208-first laser range finder, 209-second laser range finder, 210- Rail wheel, 301-support leg main body, 302-first support member, 303-first support member drive unit, 304-second support member, 305-second support member drive unit, 306-connecting rod, 307-first Groove, 308-tip, 401-claw, 402-claw drive unit, 403-through hole.

具体实施方式Detailed ways

为了使本技术领域的人员更好地理解本发明中的技术方案,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都应当属于本发明保护的范围。In order to enable those skilled in the art to better understand the technical solutions in the present invention, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described The embodiments are only some of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present invention.

由于在实际工作过程中,铁路桥检车始终沿着钢轨行走,因此铁路桥检车支撑腿只能支撑在钢轨的两侧。其中,当铁路桥检车借助支撑腿进行固定时,支撑腿的稳定性受钢轨两侧的工况环境影响。下面首先对本发明实施例可能涉及的工况环境进行说明。Because in the actual working process, the railway bridge inspection vehicle always walks along the steel rails, so the supporting legs of the railway bridge inspection vehicle can only be supported on both sides of the steel rails. Among them, when the railway bridge inspection vehicle is fixed by means of supporting legs, the stability of the supporting legs is affected by the working conditions on both sides of the rail. The working conditions and environments that may be involved in the embodiments of the present invention will first be described below.

图2A为本发明实施例提供的一种有砟轨道的工况环境示意图,如图2A所示,钢轨201的下方为梯形道床202(垂直于钢轨延伸方向的横截面为梯形),梯形道床202通常由道砟堆积而成。由于在有砟轨道的工况环境中,钢轨201的两侧为梯形道床202的倾斜面,而且铁路桥检车在桥上作业,往往受限于桥面空间,无法把支撑腿向远离车体方向伸出较长的距离,因此当铁路桥检车借助支撑腿进行固定时,支撑腿只能固定在梯形道床202的倾斜面上(下文中简称为“第一支撑面203”)。Fig. 2A is a schematic diagram of a working condition environment of a ballasted track provided by an embodiment of the present invention. As shown in Fig. 2A, the bottom of the rail 201 is a trapezoidal ballast bed 202 (the cross section perpendicular to the extension direction of the rail is trapezoidal), and the trapezoidal ballast bed 202 Usually formed by accumulation of ballast. Because in the working environment of ballasted track, the two sides of the rail 201 are the inclined surfaces of the trapezoidal ballast bed 202, and the railway bridge inspection vehicle is often operated on the bridge, which is often limited by the space of the bridge deck, and it is impossible to move the supporting legs away from the vehicle body. Therefore, when the railway bridge inspection car is fixed by means of supporting legs, the supporting legs can only be fixed on the inclined surface of the trapezoidal ballast bed 202 (hereinafter referred to as "the first supporting surface 203").

图2B为本发明实施例提供的一种无砟轨道的工况环境示意图,如图2B所示,钢轨201的下方依次为矩形轨道板204和矩形底座板206(垂直于钢轨延伸方向的横截面为矩形),矩形轨道板204和矩形底座板206通常分别为一个完整的水泥板,其中,矩形底座板206在垂直于钢轨延伸方向的长度大于矩形轨道板204。由于在无砟轨道的工况环境中,钢轨201的两侧为矩形轨道板204和矩形底座板206的两端,矩形轨道板204和矩形底座板206的两端的上表面为水平面,而且铁路桥检车在桥上作业,往往受限于桥面空间,无法把支撑腿向远离车体方向伸出较长的距离,因此当铁路桥检车借助支撑腿进行固定时,支撑腿固定在钢轨201两侧的矩形轨道板204或矩形底座板206的上表面上(下文中简称为“第二支撑面205”)。Figure 2B is a schematic view of the working environment of a ballastless track provided by the embodiment of the present invention. As shown in Figure 2B, the bottom of the rail 201 is followed by a rectangular track plate 204 and a rectangular base plate 206 (cross-section perpendicular to the extending direction of the rail is a rectangle), the rectangular track plate 204 and the rectangular base plate 206 are usually a complete cement plate respectively, wherein the rectangular base plate 206 is longer than the rectangular track plate 204 in the direction perpendicular to the extension of the rail. Because in the working environment of the ballastless track, the two sides of the rail 201 are the two ends of the rectangular track plate 204 and the rectangular base plate 206, and the upper surfaces of the two ends of the rectangular track plate 204 and the rectangular base plate 206 are horizontal planes, and the railway bridge When the inspection vehicle works on the bridge, it is often limited by the space of the bridge deck, and it is impossible to extend the supporting legs for a long distance away from the car body. Therefore, when the railway bridge inspection vehicle is fixed with the support legs, the support legs are fixed on the rail 201 On the upper surface of the rectangular track plate 204 or the rectangular base plate 206 on both sides (hereinafter simply referred to as “second support surface 205 ”).

在一种优选方案中,支撑腿固定在钢轨201两侧的矩形底座板206上。In a preferred solution, the supporting legs are fixed on the rectangular base plate 206 on both sides of the rail 201 .

如图2A和2B所示,在有砟轨道和无砟轨道的工况环境中,用于支撑铁路桥检车支撑腿的第一支撑面203和第二支撑面205差距较大。从形状上来看,第一支撑面203为倾斜面,第二支撑面205为水平面;从组成上来看,第一支撑面203为由道砟堆积的松散面,第二支撑面205为一体成型的表面。As shown in Figures 2A and 2B, in the working environment of ballasted track and ballastless track, there is a large gap between the first support surface 203 and the second support surface 205 for supporting the support legs of the railway bridge inspection vehicle. From the perspective of shape, the first support surface 203 is an inclined surface, and the second support surface 205 is a horizontal plane; from the perspective of composition, the first support surface 203 is a loose surface piled up by ballast, and the second support surface 205 is integrally formed. surface.

假如将铁路桥检车支撑腿(下文中简称为“支撑腿”)的底部设计成平面结构,由于第二支撑面205为水平面,因此该支撑腿可以在第二支撑面205上得到稳定的支撑。但是,由于第一支撑面203为倾斜面,且为由道砟堆积的松散面,显然该支撑腿在第一支撑面203上不能得到稳定的支撑。也就是说,将底部设计成平面结构的支撑腿只能适用于无砟轨道的工况环境,不适用于有砟轨道的工况环境。If the bottom of the railway bridge inspection vehicle support leg (hereinafter referred to as "support leg") is designed as a plane structure, since the second support surface 205 is a horizontal plane, the support leg can be stably supported on the second support surface 205 . However, since the first supporting surface 203 is an inclined surface and is a loose surface accumulated by ballast, it is obvious that the supporting leg cannot be stably supported on the first supporting surface 203 . That is to say, the support leg whose bottom is designed as a planar structure can only be applied to the working environment of the ballastless track, and is not suitable for the working environment of the ballasted track.

假如将支撑腿的端部设计成锥形,由于第一支撑面203为由道砟堆积的松散面,因此该支撑腿可以嵌入第一支撑面203的内部直至水平地面,在第一支撑面203上得到稳定的支撑。但是,由于第二支撑面205为一体成型的表面,该支撑腿无法嵌入第二支撑面205的内部,且锥形结构与第二支撑面205的接触面积较小,导致该支撑腿在第二支撑面205上不能得到稳定的支撑。也就是说,将底部设计成锥形结构的支撑腿只能适用于有砟轨道的工况环境,不适用于无砟轨道的工况环境。If the end of the support leg is designed to be tapered, since the first support surface 203 is a loose surface piled up by ballast, the support leg can be embedded in the inside of the first support surface 203 until the level ground. get a stable support. However, due to the integrated surface of the second support surface 205, the support leg cannot be embedded in the second support surface 205, and the contact area between the tapered structure and the second support surface 205 is small, causing the support leg to be in the second support surface 205. Stable support cannot be obtained on the support surface 205 . That is to say, the support leg whose bottom is designed as a tapered structure can only be applied to the working environment of the ballasted track, and is not suitable for the working environment of the ballastless track.

针对这种现象,本发明实施例提供了一种可以适用于多种工况环境的铁路桥检车,所述铁路桥检车包括车辆,所述车辆的底部设有支撑腿。在一种优选方案中支撑腿的数量为4个,分别设置在所述车辆的底部的四个角处。其中,所述支撑腿包括支撑腿主体301和与所述支撑腿主体301同轴设置的第一支撑件302,所述第一支撑件302的一端通过第一支撑件驱动单元303与所述支撑腿主体301相连,所述第一支撑件302的另一端为尖端308,所述第一支撑件驱动单元303用于驱动所述第一支撑件302沿所述支撑腿主体301的轴线方向运动;所述第一支撑件302上设有第二支撑件304组件,所述第二支撑件304组件包括圆盘状的第二支撑件304和第二支撑件驱动单元305,所述第二支撑件304上设有与所述尖端308相匹配的第一凹槽307,所述第二支撑件驱动单元305用于驱动所述第二支撑件304扣合或脱离所述第一支撑件302;其中,当所述第二支撑件304与所述第一支撑件302扣合时,所述尖端308嵌入所述第一凹槽307内,且所述第二支撑件304所在的平面与所述支撑腿主体301的轴线垂直。In view of this phenomenon, an embodiment of the present invention provides a railway bridge inspection vehicle applicable to various working conditions and environments. The railway bridge inspection vehicle includes a vehicle, and the bottom of the vehicle is provided with supporting legs. In a preferred solution, the number of supporting legs is four, which are respectively arranged at four corners of the bottom of the vehicle. Wherein, the supporting leg includes a supporting leg main body 301 and a first supporting member 302 coaxially arranged with the supporting leg main body 301, and one end of the first supporting member 302 is connected to the supporting member through a first supporting member driving unit 303. The leg bodies 301 are connected, the other end of the first support member 302 is a tip 308, and the first support member drive unit 303 is used to drive the first support member 302 to move along the axis direction of the support leg body 301; The first support 302 is provided with a second support 304 assembly, the second support 304 assembly includes a disc-shaped second support 304 and a second support drive unit 305, the second support 304 is provided with a first groove 307 matching the tip 308, and the second support member driving unit 305 is used to drive the second support member 304 to engage or disengage from the first support member 302; wherein , when the second support 304 is engaged with the first support 302, the tip 308 is embedded in the first groove 307, and the plane where the second support 304 is located is in line with the support The axis of the leg body 301 is vertical.

也就是说,本发明实施例提供的支撑腿针对有砟轨道和无砟轨道的工况环境分别设计了两个支撑件(第一支撑件302和第二支撑件304),在工作过程中,可以根据实际的工况环境选择利用第一支撑件302或第二支撑件304支撑在钢轨的两侧,使得支撑腿可以适用于多种工况环境。That is to say, the supporting legs provided by the embodiment of the present invention are respectively designed with two support members (the first support member 302 and the second support member 304) for the working conditions of the ballasted track and the ballastless track. During the working process, Depending on the actual working conditions, the first supporting member 302 or the second supporting member 304 can be used to support both sides of the rail, so that the supporting legs can be used in various working conditions.

另外,为了提高铁路桥检车的自动化程度,在车辆207上还设有控制器和传感器,传感器用于检测铁路桥检车的工况环境信息,并将检测到的工况环境信息发送给控制器,控制器根据所述工况环境信息控制所述第二支撑件驱动单元305驱动所述第二支撑件304扣合或脱离所述第一支撑件302。例如,当工况环境信息对应于有砟轨道时,控制器控制所述第二支撑件驱动单元305驱动所述第二支撑件304脱离所述第一支撑件302,使支撑腿利用第一支撑件302支撑在钢轨201的两侧;当工况环境信息对应于无砟轨道时,控制器控制所述第二支撑件驱动单元305驱动所述第二支撑件304扣合所述第一支撑件302,使支撑腿利用第二支撑件304支撑在钢轨201的两侧。In addition, in order to improve the automation degree of the railway bridge inspection vehicle, a controller and sensors are also provided on the vehicle 207, and the sensor is used to detect the working condition environment information of the railway bridge inspection vehicle, and send the detected working condition environment information to the controller The controller controls the second support member driving unit 305 to drive the second support member 304 to engage with or disengage from the first support member 302 according to the working condition environment information. For example, when the working condition environment information corresponds to a ballasted track, the controller controls the second support member drive unit 305 to drive the second support member 304 away from the first support member 302, so that the support legs can use the first support The component 302 is supported on both sides of the rail 201; when the working condition environment information corresponds to the ballastless track, the controller controls the second support component drive unit 305 to drive the second support component 304 to buckle the first support component 302 , make the supporting legs supported on both sides of the steel rail 201 by using the second supporting member 304 .

也就是说,在本发明实施例中铁路桥检车具有工况环境的识别功能,铁路桥检车可以根据其识别的工况环境自主选择利用第一支撑件302或第二支撑件304支撑在钢轨201的两侧,提高其自动化程度。其中,对工况环境的识别可以通过以下两种方式实现。That is to say, in the embodiment of the present invention, the railway bridge inspection vehicle has the recognition function of the working condition environment, and the railway bridge inspection vehicle can independently choose to use the first support member 302 or the second support member 304 to support on the rail according to the identified working condition environment. 201 on both sides to increase its degree of automation. Among them, the identification of the working condition environment can be realized in the following two ways.

在第一种可能的实现方式中,传感器包括图像采集单元,所述图像采集单元用于采集与所述车辆207的底部相对应的桥梁表面的图像信息,并将图像信息发送至控制器。之后,控制器对该图像信息进行分析,确定所述铁路桥检车的工况环境为有砟轨道或无砟轨道。具体可能包括,将所述图像信息分别与数据库中存储的有砟轨道或无砟轨道的标准图像进行对比,若所述图像信息与有砟轨道的标准图像相似度较高,则确定工况环境为有砟轨道;反之,确定工况环境为无砟轨道。In a first possible implementation manner, the sensor includes an image acquisition unit configured to acquire image information of a bridge surface corresponding to the bottom of the vehicle 207 and send the image information to the controller. Afterwards, the controller analyzes the image information, and determines that the working environment of the railway bridge inspection vehicle is a ballasted track or a ballastless track. Specifically, it may include comparing the image information with the standard images of ballasted track or ballastless track stored in the database, and if the similarity between the image information and the standard image of ballasted track is relatively high, determine the working condition environment It is a ballasted track; otherwise, it is determined that the working environment is a ballastless track.

在第二种可能的实现方式中,依靠激光测距仪检测车辆207的底部与有砟轨道的梯形道床202,或者无砟轨道的矩形轨道板204或矩形底座板206之间的距离,并根据垂直于车辆207行走方向上的两个检测点检测到的距离差值确定铁路桥检车的工况环境。In a second possible implementation, the distance between the bottom of the vehicle 207 and the trapezoidal track bed 202 of the ballasted track, or the rectangular track plate 204 or the rectangular base plate 206 of the ballastless track is detected by means of a laser rangefinder, and according to The distance difference detected by the two detection points perpendicular to the traveling direction of the vehicle 207 determines the working condition environment of the railway bridge inspection vehicle.

具体地,所述传感器包括第一激光测距仪208和第二激光测距仪209,所述第一激光测距仪208和所述第二激光测距仪209设置在所述车辆207的底部、所述车辆207的轨道轮210的外侧,且所述第一激光测距仪208和所述第二激光测距仪209的连线垂直于所述车辆207的行进方向;所述第一激光测距仪208和所述第二激光测距仪209用于朝背离所述车辆207的方向发射激光束,所述激光束垂直于所述车辆207的底部所在的平面。为了达到较好的检测效果,所述第一激光测距仪208和所述第二激光测距仪209之间应该保持较小的距离。在一种可选实施例中,所述第一激光测距仪208和所述第二激光测距仪209的距离小于或等于10cm。Specifically, the sensor includes a first laser range finder 208 and a second laser range finder 209, and the first laser range finder 208 and the second laser range finder 209 are arranged at the bottom of the vehicle 207 , the outside of the track wheel 210 of the vehicle 207, and the line connecting the first laser rangefinder 208 and the second laser rangefinder 209 is perpendicular to the direction of travel of the vehicle 207; the first laser The rangefinder 208 and the second laser rangefinder 209 are used to emit a laser beam in a direction away from the vehicle 207 , and the laser beam is perpendicular to the plane where the bottom of the vehicle 207 is located. In order to achieve a better detection effect, a small distance should be kept between the first laser range finder 208 and the second laser range finder 209 . In an optional embodiment, the distance between the first laser range finder 208 and the second laser range finder 209 is less than or equal to 10 cm.

以下结合图2C-图2E对不同工况环境下第一激光测距仪208和第二激光测距仪209采集的距离信息的变化情况进行分析。The variation of the distance information collected by the first laser range finder 208 and the second laser range finder 209 under different working conditions will be analyzed below in conjunction with FIGS. 2C-2E .

图2C为本发明实施例提供的一种激光测距仪在有砟轨道的工况环境中的测距示意图,如图2C所示,第一激光测距仪208和第二激光测距仪209分别检测其与梯形道床202的倾斜面之间的竖直距离。容易理解,在该工况环境下,第一激光测距仪208和第二激光测距仪209采集的距离信息一定会存在一定的差值,由于第一激光测距仪208和第二激光测距仪209的横向距离较小,因此该差值不会很大。Figure 2C is a schematic diagram of a laser range finder in a ballasted track working environment provided by an embodiment of the present invention. As shown in Figure 2C, the first laser range finder 208 and the second laser range finder 209 Detect the vertical distance between it and the inclined surface of the trapezoidal ballast bed 202 respectively. It is easy to understand that in this working environment, there must be a certain difference in the distance information collected by the first laser range finder 208 and the second laser range finder 209, because the first laser range finder 208 and the second laser range finder The lateral distance from meter 209 is small so this difference will not be large.

图2D为本发明实施例提供的一种激光测距仪在无砟轨道的工况环境中的测距示意图,如图2D所示,第一激光测距仪208和第二激光测距仪209均检测其与矩形轨道板204的上表面之间的竖直距离。容易理解,在该工况环境下,第一激光测距仪208和第二激光测距仪209采集的距离信息相等,即其距离信息差值为0。Figure 2D is a schematic diagram of a laser range finder in the working environment of a ballastless track provided by an embodiment of the present invention. As shown in Figure 2D, the first laser range finder 208 and the second laser range finder 209 Both detect the vertical distance between them and the upper surface of the rectangular track plate 204 . It is easy to understand that in this working environment, the distance information collected by the first laser range finder 208 and the second laser range finder 209 are equal, that is, the distance information difference is 0.

相应地,当第一激光测距仪208和第二激光测距仪209均检测其与矩形底座板206的上表面之间的竖直距离时,与图2D所示的工况环境相似,第一激光测距仪208和第二激光测距仪209采集的距离信息相等,即其距离信息差值为0。Correspondingly, when both the first laser range finder 208 and the second laser range finder 209 detect the vertical distance between them and the upper surface of the rectangular base plate 206, similar to the working environment shown in FIG. 2D , the second The distance information collected by the first laser range finder 208 and the second laser range finder 209 are equal, that is, the distance information difference is 0.

图2E为本发明实施例提供的另一种激光测距仪在无砟轨道的工况环境中的测距示意图,如图2E所示,第一激光测距仪208检测其与矩形底座板206的上表面之间的竖直距离,第二激光测距仪209检测其与矩形轨道板204的上表面之间的竖直距离。由于二者之间存在一个矩形轨道板204的厚度差,因此在该工况环境下,第一激光测距仪208 和第二激光测距仪209采集的距离信息的差值较大。Fig. 2E is a schematic diagram of distance measurement of another laser rangefinder in the working environment of ballastless track provided by the embodiment of the present invention. As shown in Fig. 2E, the first laser rangefinder 208 detects its contact with the rectangular base plate 206 The vertical distance between the upper surface of the second laser range finder 209 detects the vertical distance between it and the upper surface of the rectangular track plate 204 . Since there is a thickness difference of a rectangular track plate 204 between the two, under this working condition, the difference in distance information collected by the first laser range finder 208 and the second laser range finder 209 is relatively large.

综上所述,当第一激光测距仪208和第二激光测距仪209采集的距离信息差值为0或较大时,可以确定铁路桥检车的工况环境均为无砟轨道;否则,确定铁路桥检车的工况环境为有砟轨道。To sum up, when the distance information collected by the first laser range finder 208 and the second laser range finder 209 has a difference of 0 or greater, it can be determined that the working conditions of the railway bridge vehicle inspection are all ballastless tracks; Otherwise, it is determined that the working environment of the railway bridge inspection vehicle is the ballasted track.

基于该原理,在本发明实施例中控制器确定铁路桥检车的工况环境具体包括:所述控制器用于计算所述第一激光测距仪208和所述第二激光测距仪209采集的距离信息的差值;当所述差值大于预设的第一阈值且小于预设的第二阈值时,确定所述铁路桥检车的工况环境为有砟轨道;当所述差值小于或等于预设的第一阈值,或者大于或等于预设的第二阈值时,确定所述铁路桥检车的工况环境为无砟轨道。其中,所述第一阈值可以为0。图3A-3E为本发明实施例提供的一种铁路桥检车支撑腿结构示意图,其中图3A为第一支撑件302和第二支撑件304脱离的状态示意图,图3D为第一支撑件302和第二支撑件304扣合的状态示意图。Based on this principle, in the embodiment of the present invention, the controller's determination of the working condition environment of the railway bridge vehicle inspection specifically includes: the controller is used to calculate the first laser range finder 208 and the second laser range finder 209 to collect The difference of the distance information; when the difference is greater than the preset first threshold and less than the preset second threshold, it is determined that the working condition environment of the railway bridge inspection vehicle is a ballasted track; when the difference When it is less than or equal to the preset first threshold, or greater than or equal to the preset second threshold, it is determined that the working condition environment of the railway bridge vehicle inspection is a ballastless track. Wherein, the first threshold may be 0. 3A-3E are schematic diagrams of the structure of a railway bridge inspection support leg provided by an embodiment of the present invention, wherein FIG. 3A is a schematic diagram of a state where the first support 302 and the second support 304 are separated, and FIG. 3D is a schematic diagram of the first support 302. A schematic diagram of the state of buckling with the second support member 304 .

如图3A-3E所示,本发明实施例提供的铁路桥检车支撑腿包括支撑腿主体301和与所述支撑腿主体301同轴设置的第一支撑件302,所述第一支撑件302的一端通过第一支撑件驱动单元303与所述支撑腿主体301相连,所述第一支撑件302的另一端为尖端308,所述第一支撑件驱动单元303用于驱动所述第一支撑件302沿所述支撑腿主体301的轴线方向运动。As shown in FIGS. 3A-3E , the supporting leg of the railway bridge inspection vehicle provided by the embodiment of the present invention includes a supporting leg main body 301 and a first supporting member 302 coaxially arranged with the supporting leg main body 301 , and the first supporting member 302 One end of the first support member 302 is connected to the main body of the support leg 301 through the first support member driving unit 303, the other end of the first support member 302 is a tip 308, and the first support member drive unit 303 is used to drive the first support member The member 302 moves along the axis direction of the main body 301 of the supporting leg.

其中,支撑腿主体301用于连接在铁路桥检车的底部,第一支撑件302用于支撑在有砟轨道的第一支撑面203上。具体来说,当铁路桥检车的工况环境为有砟轨道时,通过第一支撑件驱动单元303驱动所述第一支撑件302向第一支撑面203的方向运动。由于第一支撑件302靠近第一支撑面203的一端为尖端308,且第一支撑面203为由道砟堆砌的松散面,因此在第一支撑件驱动单元303的作用下,可以使得第一支撑件302嵌入第一支撑面203(道砟)内直至地面,进而使得支撑腿在有砟轨道的工况环境中得到稳定的支撑。Wherein, the supporting leg main body 301 is used to be connected to the bottom of the railway bridge inspection vehicle, and the first supporting member 302 is used to be supported on the first supporting surface 203 of the ballasted track. Specifically, when the working environment of the railway bridge inspection vehicle is a ballasted track, the first support member 302 is driven to move toward the first support surface 203 by the first support member driving unit 303 . Since the end of the first support 302 close to the first support surface 203 is a tip 308, and the first support surface 203 is a loose surface piled by ballast, under the action of the first support drive unit 303, the first The supporting member 302 is embedded in the first supporting surface 203 (ballast) until the ground, so that the supporting legs can be stably supported in the working environment of the ballasted track.

另外,为了使得支撑腿能够在无砟轨道的工况环境同样得到稳定的支撑,在第一支撑件302上还设有第二支撑件304组件,所述第二支撑件304组件包括圆盘状的第二支撑件304,第二支撑件304上设有与尖端308相匹配的第一凹槽307,在无砟轨道的工况环境中,令第一支撑件302和第二支撑件304扣合,第一支撑件302的尖端308嵌入第二支撑件304的第一凹槽307内。在这种情况下,当支撑腿支撑在第二支撑面205(钢轨201两侧的矩形轨道板204或矩形底座板206的上表面)上时,第二支撑件304与第二支撑面205直接接触。由于第二支撑件304的底部为一个平面,第二支撑面205为一个水平面,因此第二支撑件304与第二支撑面205之间具有较大的接触面积,进而使得支撑腿在无砟轨道的工况环境中得到稳定的支撑。In addition, in order to enable the supporting legs to be stably supported in the working environment of the ballastless track, a second supporting member 304 assembly is also provided on the first supporting member 302, and the second supporting member 304 assembly includes a disc-shaped The second support 304, the second support 304 is provided with the first groove 307 matching the tip 308, in the working environment of the ballastless track, the first support 302 and the second support 304 buckle Together, the tip 308 of the first support 302 is inserted into the first groove 307 of the second support 304 . In this case, when the support leg is supported on the second support surface 205 (the upper surface of the rectangular track plate 204 or the rectangular base plate 206 on both sides of the rail 201), the second support member 304 is directly connected to the second support surface 205. touch. Since the bottom of the second support member 304 is a plane, and the second support surface 205 is a horizontal plane, there is a larger contact area between the second support member 304 and the second support surface 205, thereby enabling the support legs to move on the ballastless track. Stable support in the working environment.

其中,为了使得支撑腿在有砟轨道和无砟轨道的工况环境中进行灵活的切换,需要为第二支撑件304设置驱动单元,使得第二支撑件304可以灵活地扣合或脱离第一支撑件302。Among them, in order to make the supporting legs switch flexibly in the working environment of the ballasted track and the ballastless track, it is necessary to provide a driving unit for the second support 304, so that the second support 304 can be flexibly engaged with or disengaged from the first Support 302 .

基于此,本发明实施例提供的第二支撑件304组件还包括连杆306和第二支撑件驱动单元305,所述连杆306的一端与所述第二支撑件驱动单元305相连,所述连杆306的另一端与所述第二支撑件304相连,且所述连杆306的轴线与所述第一支撑件302所在的平面垂直,所述第二支撑件驱动单元305用于驱动所述连杆306带动所述第二支撑件304沿第一转轴摆动,所述第一转轴与所述支撑腿主体301的轴线相互垂直。Based on this, the second support member 304 assembly provided in the embodiment of the present invention further includes a connecting rod 306 and a second support member driving unit 305, one end of the connecting rod 306 is connected with the second support member driving unit 305, the The other end of the connecting rod 306 is connected to the second support member 304, and the axis of the connecting rod 306 is perpendicular to the plane where the first support member 302 is located, and the second support member driving unit 305 is used to drive the The connecting rod 306 drives the second supporting member 304 to swing along the first rotating shaft, and the first rotating shaft is perpendicular to the axis of the supporting leg main body 301 .

其中,所述第二支撑件驱动单元305、连杆306、第二支撑件304和第一支撑件302的位置关系被配置为:当第二支撑件驱动单元305驱动第二支撑件304摆动到第一极限位置时,所述连杆306的轴线与所述支撑腿主体301的轴线相互平行;当第二支撑件驱动单元305驱动第二支撑件304摆动到第二极限位置时,所述连杆306的轴线与所述支撑腿主体301的轴线相互垂直。Wherein, the positional relationship of the second support member driving unit 305, the connecting rod 306, the second support member 304 and the first support member 302 is configured as follows: when the second support member driving unit 305 drives the second support member 304 to swing to At the first limit position, the axis of the connecting rod 306 is parallel to the axis of the supporting leg body 301; when the second support member driving unit 305 drives the second support member 304 to swing to the second limit position, the link The axis of the rod 306 is perpendicular to the axis of the supporting leg body 301 .

容易理解的是,当第二支撑件304摆动到第一极限位置时(如图3D所示),第一支撑件302和第二支撑件304扣合,适用于无砟轨道;当第二支撑件304摆动到第二极限位置时(如图3A所示),第一支撑件302和第二支撑件304脱离,适用于有砟轨道。It is easy to understand that when the second support 304 swings to the first extreme position (as shown in Figure 3D), the first support 302 and the second support 304 are snapped together, which is suitable for ballastless track; when the second support When the member 304 swings to the second extreme position (as shown in FIG. 3A ), the first supporting member 302 and the second supporting member 304 are disengaged, which is suitable for ballasted track.

但是,在第二支撑件304由第二极限位置摆动到第一极限位置或由第一极限位置摆动到第二极限位置的过程中,会与第一支撑件302发生干涉,如图3E所示,导致第一支撑件302和第二支撑件304无法正常的扣合或脱离。However, when the second support member 304 swings from the second limit position to the first limit position or from the first limit position to the second limit position, it will interfere with the first support member 302, as shown in FIG. 3E , causing the first supporting member 302 and the second supporting member 304 to fail to engage or disengage normally.

针对这种问题,在本发明实施例中,连杆306中还设有用于驱动所述连杆306伸长或缩短的连杆306驱动单元。相应地,在第二支撑件304由第二极限位置摆动到第一极限位置之前,通过连杆306驱动单元驱动连杆306伸长,如图3B所示,此时,在第二支撑件304由第二极限位置摆动到第一极限位置或由第一极限位置摆动到第二极限位置的过程中,第二支撑件304和第一支撑件302不会发生干涉,如图3C所示。之后,连杆306驱动单元驱动连杆306收缩,直到第一支撑件302的尖端308嵌入第二支撑件304的第一凹槽307内,如图3D所示,实现第一支撑件302和第二支撑件304的扣合。To solve this problem, in the embodiment of the present invention, the connecting rod 306 is further provided with a connecting rod 306 driving unit for driving the connecting rod 306 to extend or shorten. Correspondingly, before the second support member 304 swings from the second limit position to the first limit position, the connecting rod 306 is driven by the drive unit of the connecting rod 306 to extend, as shown in FIG. 3B , at this time, the second support member 304 In the process of swinging from the second limit position to the first limit position or from the first limit position to the second limit position, the second support member 304 and the first support member 302 will not interfere, as shown in FIG. 3C . Afterwards, the driving unit of the connecting rod 306 drives the connecting rod 306 to shrink until the tip 308 of the first support 302 is embedded in the first groove 307 of the second support 304, as shown in FIG. The fastening of the two supports 304 .

相反,当第一支撑件302和第二支撑件304需要脱离时,首先由连杆306驱动单元驱动连杆306伸长,到达如图3C所示的位置;然后由第二支撑件驱动单元305驱动第二支撑件304由第一极限位置摆动到第二极限位置,达到如图3B所示的位置;最后由连杆306驱动单元驱动连杆306收缩,达到图3A所示的位置,实现第一支撑件302和第二支撑件304的脱离。On the contrary, when the first support member 302 and the second support member 304 need to be disengaged, the connecting rod 306 is first driven by the connecting rod 306 to extend to the position shown in FIG. 3C ; then the second support member drives the unit 305 Drive the second support member 304 to swing from the first limit position to the second limit position, reaching the position shown in Figure 3B; finally, the connecting rod 306 is driven by the driving unit to shrink the connecting rod 306, reaching the position shown in Figure 3A, realizing the second Detachment of the first support 302 and the second support 304 .

上述方式虽然可以实现第一支撑件302和第二支撑件304的扣合和脱离,但是由于第一支撑件302和第二支撑件304在两种状态之间转换时需要连杆306驱动单元驱动连杆306伸长,使得两种状态之间的转换需要较大的空间,但是在桥梁检修的一些特定环境中空间有限,不能为连杆306伸长提供相应的空间,进而导致第一支撑件302和第二支撑件304无法在扣合和脱离两种状态之间转换。此时,驾驶人员只能将铁路桥检车行驶到空旷的环境中进行状态转换,然后再将铁路桥检车行驶到原始位置,导致检修效率较低。Although the above method can realize the snap-in and disengagement of the first support member 302 and the second support member 304, since the first support member 302 and the second support member 304 need to be driven by the drive unit of the connecting rod 306 when switching between the two states The elongation of the connecting rod 306 requires a large space for the transition between the two states. However, in some specific environments for bridge maintenance, the space is limited, and the corresponding space cannot be provided for the elongation of the connecting rod 306, resulting in the first support member 302 and the second supporting member 304 cannot be switched between snap-in and disengagement states. At this time, the driver can only drive the railway bridge inspection vehicle to an open environment for state conversion, and then drive the railway bridge inspection vehicle to the original position, resulting in low maintenance efficiency.

针对这种现象,在本发明另一种可能的实现方式中,将第二支撑件304设计为“Ω”形(如图4所示),所述第二支撑件304的开口处为弹性件,以下结合图5A和图5B对其工作原理进行说明。In response to this phenomenon, in another possible implementation of the present invention, the second support 304 is designed as an "Ω" shape (as shown in FIG. 4 ), and the opening of the second support 304 is an elastic member , and its working principle will be described below in conjunction with FIG. 5A and FIG. 5B .

图5A和图5B为本发明实施例提供的另一种铁路桥检车支撑腿结构示意图,本发明实施例与图3A-3E所示的实施例的结构基本相似,其不同之处在于,在本发明实施例中第二支撑件304采用图4所示的结构。Fig. 5A and Fig. 5B are schematic diagrams of the structure of another railway bridge inspection car support leg provided by the embodiment of the present invention. The structure of the embodiment of the present invention is basically similar to the embodiment shown in Fig. In the embodiment of the present invention, the second supporting member 304 adopts the structure shown in FIG. 4 .

当第二支撑件驱动单元305驱动第二支撑件304摆动到图5A所示的位置时,第一支撑件302和第二支撑件304发生干涉,但是由于第二支撑件304的开口处为弹性件,使得第二支撑件驱动单元305可以驱动第二支撑件304继续摆动,在该过程中第一支撑件302的尖端308可以挤过第二支撑件304的开口,进而进入第二支撑件304的凹槽内,使得第一支撑件302和第二支撑件304扣合,到达如图5B所示的位置。相反,第一支撑件302和第二支撑件304脱离的过程与上述工作原理相似,在此不再赘述。When the second support member driving unit 305 drives the second support member 304 to swing to the position shown in FIG. 5A, the first support member 302 and the second support member 304 interfere, but because the opening of the second support member 304 is elastic part, so that the second support member driving unit 305 can drive the second support member 304 to continue to swing, during which the tip 308 of the first support member 302 can squeeze through the opening of the second support member 304, and then enter the second support member 304 In the groove, the first supporting member 302 and the second supporting member 304 are snapped together to reach the position shown in FIG. 5B . On the contrary, the detachment process of the first support member 302 and the second support member 304 is similar to the above working principle, and will not be repeated here.

在本发明实施例中,由于第一支撑件302和第二支撑件304扣合或脱离的过程中不需要连杆306伸缩,因此需要的转换空间较小。In the embodiment of the present invention, since the first support member 302 and the second support member 304 are fastened or disengaged, the connecting rod 306 does not need to be stretched or retracted, so the conversion space required is small.

总的来说,在图3A-3E所示的实施例中,由于第二支撑件304为硬质结构,为了避免第一支撑件302和第二支撑件304扣合或脱离的过程中发生干涉,在连杆306中设置连杆306驱动单元,驱动连杆306伸缩。在图5A和图5B所示的实施例中,由于第二支撑件304为“Ω”形,且第二支撑件304的开口处为弹性件,即使第一支撑件302和第二支撑件304发生干涉,第一支撑件302的尖端308仍可挤过第二支撑件304的开口,使得第一支撑件302和第二支撑件304扣合。In general, in the embodiment shown in FIGS. 3A-3E , since the second support 304 is of a rigid structure, in order to avoid interference during the fastening or disengagement of the first support 302 and the second support 304 , a connecting rod 306 driving unit is arranged in the connecting rod 306, and the driving connecting rod 306 expands and contracts. In the embodiment shown in FIG. 5A and FIG. 5B, since the second support member 304 is in the shape of “Ω” and the opening of the second support member 304 is an elastic member, even if the first support member 302 and the second support member 304 In case of interference, the tip 308 of the first support 302 can still squeeze through the opening of the second support 304 , so that the first support 302 and the second support 304 snap together.

在本发明一种优选实施例中,所述第一支撑件302内设有尖爪组件,所述尖爪组件包括尖爪驱动单元402和尖爪401,所述尖端308的侧壁上设有与所述尖爪401相匹配的通孔403;所述尖爪驱动单元402用于驱动所述尖爪401伸出所述通孔403,或收缩在所述通孔403内部。In a preferred embodiment of the present invention, a claw assembly is provided inside the first support member 302, and the claw assembly includes a claw drive unit 402 and a claw 401, and the side wall of the tip 308 is provided with The through hole 403 matched with the claw 401 ; the claw driving unit 402 is used to drive the claw 401 to extend out of the through hole 403 , or shrink inside the through hole 403 .

图6为本发明实施例提供的一种尖爪的结构示意图,如图6所示,在本发明实施例中,尖爪401的数量为3个,相应的,尖端308上与尖爪401相配合的通孔403的数量同样应该为3个。当然,本领域技术人员可以根据实际需要设计其它数量的尖爪401和通孔403,例如5个、6个或8个等,其均应当落入本发明的保护范围之内。Figure 6 is a schematic structural view of a sharp claw provided by an embodiment of the present invention. As shown in Figure 6, in the embodiment of the present invention, the number of sharp claws 401 is three, and correspondingly, the sharp claw 401 on the tip 308 is The number of matched through holes 403 should also be three. Of course, those skilled in the art can design other numbers of claws 401 and through holes 403 according to actual needs, such as 5, 6 or 8, etc., which should fall within the protection scope of the present invention.

图7A和图7B为本发明实施例提供的一种第一支撑件的结构示意图,如图7A所示,在正常情况下,尖爪401收缩在通孔403内部。当第一支撑件驱动单元303驱动第一支撑件302嵌入道砟内后,尖爪驱动单元402驱动尖爪401伸出所述通孔403,如图7B所示,伸入道砟内部,可以提高第一支撑件302的抓地力,即提高支撑脚的稳定性。相反,当第一支撑脚需要收起时,首选由尖爪驱动单元402驱动尖爪401收缩至通孔403内部,然后第一支撑件驱动单元303驱动第一支撑件302从道砟内收回。FIG. 7A and FIG. 7B are schematic structural views of a first support provided by an embodiment of the present invention. As shown in FIG. 7A , under normal conditions, the claw 401 shrinks inside the through hole 403 . After the first support member driving unit 303 drives the first support member 302 to insert into the ballast, the claw drive unit 402 drives the claw 401 to extend out of the through hole 403, as shown in FIG. Improve the grip force of the first support member 302, that is, improve the stability of the supporting feet. On the contrary, when the first support leg needs to be retracted, firstly, the claw driving unit 402 drives the claw 401 to shrink into the through hole 403, and then the first support member driving unit 303 drives the first support member 302 to retract from the ballast.

在上述装置实施例的基础上,本发明实施例还提供了一种铁路桥检车的控制方法,该方法应用于包括上述装置实施例所述的铁路桥检车,所述方法包括:On the basis of the above-mentioned device embodiment, the embodiment of the present invention also provides a control method for railway bridge inspection vehicle, the method is applied to the railway bridge inspection vehicle described in the above-mentioned device embodiment, and the method includes:

当所述传感器检测到所述铁路桥检车的工况环境信息为有砟轨道时,所述控制器向所述第一支撑件驱动单元303发送第一工作指令,所述第一工作指令用于指示所述第一支撑件驱动单元303驱动所述第一支撑件302的尖端308伸入所述有砟轨道的道砟内;When the sensor detects that the working condition environment information of the railway bridge inspection vehicle is a ballasted track, the controller sends a first work instruction to the first support drive unit 303, and the first work instruction uses Instructing the first support member driving unit 303 to drive the tip 308 of the first support member 302 into the ballast of the ballasted track;

当所述传感器检测到所述铁路桥检车的工况环境为无砟轨道时,所述控制器向所述第二支撑件驱动单元305发送第二工作指令,所述第二工作指令用于指示所述第二支撑件驱动单元305驱动所述第二支撑件304与所述第一支撑件304扣合。When the sensor detects that the working environment of the railway bridge inspection vehicle is a ballastless track, the controller sends a second work instruction to the second support drive unit 305, and the second work instruction is used to Instruct the second support member driving unit 305 to drive the second support member 304 to engage with the first support member 304 .

优选地,在所述第二支撑件驱动单元305驱动所述第二支撑件304与所述第一支撑件304扣合之后,还包括:Preferably, after the second support member driving unit 305 drives the second support member 304 to engage with the first support member 304, it further includes:

所述控制器向所述第一支撑件驱动单元303发送第三工作指令,所述第三工作指令用于指示所述第一支撑件驱动单元303驱动所述第一支撑件302带动所述第二支撑件304延伸,直到所述第二支撑件304抵住所述无砟轨道的钢轨两侧的矩形底座板或矩形轨道板的上表面。The controller sends a third work instruction to the first support member driving unit 303, the third work instruction is used to instruct the first support member drive unit 303 to drive the first support member 302 to drive the first support member 302. The second supporting member 304 extends until the second supporting member 304 abuts against the upper surface of the rectangular base plate or the rectangular track plate on both sides of the rail of the ballastless track.

优选地,在所述第一支撑件302的尖端308伸入所述有砟轨道的道砟内之后,还包括:所述控制器向所述尖爪驱动单元402发送第四工作指令,所述第四工作指令用于指示所述尖爪驱动单元402驱动所述尖爪401伸出所述通孔403。Preferably, after the tip 308 of the first support member 302 extends into the ballast of the ballasted track, it further includes: the controller sends a fourth work instruction to the claw drive unit 402, the The fourth working instruction is used to instruct the claw driving unit 402 to drive the claw 401 to extend out of the through hole 403 .

该方法实施例和装置实施例的内容可以相互参见,为了描述简洁,在此不再赘述。The contents of the method embodiment and the device embodiment can be referred to each other, and for the sake of concise description, details are not repeated here.

需要说明的是,在本文中,诸如“第一”和“第二”等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。It should be noted that in this article, relative terms such as "first" and "second" are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply these No such actual relationship or order exists between entities or operations. Furthermore, the term "comprises", "comprises" or any other variation thereof is intended to cover a non-exclusive inclusion such that a process, method, article, or apparatus comprising a set of elements includes not only those elements, but also includes elements not expressly listed. other elements of or also include elements inherent in such a process, method, article, or device. Without further limitations, an element defined by the phrase "comprising a ..." does not exclude the presence of additional identical elements in the process, method, article or apparatus comprising said element.

以上所述仅是本发明的具体实施方式,使本领域技术人员能够理解或实现本发明。对这些实施例的多种修改对本领域的技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本发明的精神或范围的情况下,在其它实施例中实现。因此,本发明将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above descriptions are only specific embodiments of the present invention, so that those skilled in the art can understand or implement the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Therefore, the present invention will not be limited to the embodiments shown herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (9)

1. a kind of railway bridge-checking vehicle, including vehicle, the vehicle is equipped with controller, sensor and support leg, the support leg It is arranged on the bottom of the vehicle, which is characterized in that
First supporting item of the support leg including support leg main body and with support leg main body coaxial arrangement, described first One end of support member is connected by the first supporting item driving unit with the support leg main body, and the other end of first supporting item is Tip, the first supporting item driving unit are used to that first supporting item to be driven to transport along the axis direction of the support leg main body It is dynamic;
First supporting item is equipped with the second support body assembly, and second support body assembly includes the second discoid support Part and the second supporting item driving unit, second supporting item are equipped with the first groove for matching with the tip, and described the Two supporting item driving units are used to that second supporting item to be driven to fasten or depart from first supporting item;
Wherein, when second supporting item and first supporting item fasten, the tip is embedded in first groove, and Plane where second supporting item is vertical with the axis of the support leg main body;
The controller is electrically connected with the sensor, the first supporting item driving unit and the second supporting item driving unit, described Sensor is used to detect the work condition environment information of the railway bridge-checking vehicle, and the controller is used for according to the work condition environment information Control the second supporting item driving unit that second supporting item is driven to fasten or depart from first supporting item.
2. railway bridge-checking vehicle according to claim 1, which is characterized in that the sensor includes image acquisition units, institute State image acquisition units for gather and the corresponding bridge surface of the vehicle bottom image information;
The controller determines the work condition environment of the railway bridge-checking vehicle for analyzing described image information.
3. railway bridge-checking vehicle according to claim 1, which is characterized in that the sensor include first laser rangefinder and Second laser rangefinder, the first laser rangefinder and the second laser rangefinder are arranged on the bottom of the vehicle, institute On the outside of the rail wheel for stating vehicle, and the line of the first laser rangefinder and the second laser rangefinder is perpendicular to the vehicle Direct of travel;
The first laser rangefinder and the second laser rangefinder are used to emit laser beam towards away from the direction of the vehicle, The laser beam is perpendicular to the plane where the bottom of the vehicle;
The controller is used to carry out the range information that the first laser rangefinder and the second laser rangefinder gather Analysis determines the work condition environment of the railway bridge-checking vehicle.
4. railway bridge-checking vehicle according to claim 3, which is characterized in that the controller is used to survey the first laser Distance meter and the range information of second laser rangefinder acquisition are analyzed, and determine the work condition environment of the railway bridge-checking vehicle, It specifically includes:
The controller is used to calculate the range information of the first laser rangefinder and second laser rangefinder acquisition Difference;
When the difference is more than default first threshold and is less than default second threshold, the work of the railway bridge-checking vehicle is determined Condition environment is Ballast track;
When the difference is less than or equal to default first threshold or more than or equal to default second threshold, institute is determined The work condition environment for stating railway bridge-checking vehicle is non-fragment orbit.
5. railway bridge-checking vehicle according to claim 1, which is characterized in that second support body assembly further includes connecting rod, One end of the connecting rod is connected with the second supporting item driving unit, the other end of the connecting rod and the second supporting item phase Even, and the axis of the connecting rod is vertical with the plane where first supporting item;
The second supporting item driving unit is for driving the connecting rod that second supporting item is driven to be swung along first rotating shaft, institute The axis for stating first rotating shaft and the support leg main body is mutually perpendicular to;
Wherein, in the first extreme position of the swing, the axis of the connecting rod and the axis of the support leg main body are mutually flat Row, in the second extreme position of the swing, the axis of the connecting rod and the axis of the support leg main body are mutually perpendicular to.
6. railway bridge-checking vehicle according to claim 5, which is characterized in that the connecting rod includes connecting rod driving unit, described Controller is used to control the connecting rod driving unit that the connecting rod is driven to elongate or shorten.
7. railway bridge-checking vehicle according to claim 5, which is characterized in that second supporting item is " Ω " shape, described the The opening of two supporting items is elastic component.
8. according to claim 1-7 any one of them railway bridge-checking vehicles, which is characterized in that be equipped with point in first supporting item Claw assembly, the point pawls component include point pawls driving unit and point pawls, and the side wall at the tip is equipped with and the point pawls phase The through hole matched somebody with somebody;
The controller is electrically connected with the point pawls driving unit, and the controller is used to that the point pawls driving unit to be controlled to drive The point pawls are stretched out the through hole or are contracted in inside the through hole.
9. a kind of control method of railway bridge-checking vehicle, which is characterized in that applied to claim 1-8 any one of them railway bridges Vehicle is examined, the described method includes:
When it is Ballast track that the sensor, which detects the work condition environment information of the railway bridge-checking vehicle, the controller is to institute It states the first supporting item driving unit and sends the first work order, first work order is used to indicate first supporting item and drives Moving cell drives the tip of first supporting item to stretch into the railway ballast of the Ballast track;
When it is non-fragment orbit that the sensor, which detects the work condition environment information of the railway bridge-checking vehicle, the controller is to institute It states the second supporting item driving unit and sends the second work order, second work order is used to indicate second supporting item and drives Moving cell drives second supporting item to be fastened with first supporting item.
CN201710111595.1A 2017-02-28 2017-02-28 A kind of railway bridge-checking vehicle and its control method Expired - Fee Related CN106592425B (en)

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CN112900258B (en) * 2021-01-26 2022-08-19 广西建宏工程科技有限公司 Bridge inspect vehicle job stabilization nature monitoring devices
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2455546A1 (en) * 2010-11-09 2012-05-23 Volkmann & Rossbach GmbH & Co. KG Post assembly for a protective plank construction and protective plank construction for securing tracks on structures
CN204752038U (en) * 2015-06-19 2015-11-11 河南宝起华东起重机有限公司 Hoist hydraulic leg
CN205892581U (en) * 2016-06-06 2017-01-18 梁协铭 Lorry crane landing leg that overturns
CN205934715U (en) * 2016-07-27 2017-02-08 株洲旭阳机电科技开发有限公司 Railway steel bridge roof beam overhauls machine

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2455546A1 (en) * 2010-11-09 2012-05-23 Volkmann & Rossbach GmbH & Co. KG Post assembly for a protective plank construction and protective plank construction for securing tracks on structures
CN204752038U (en) * 2015-06-19 2015-11-11 河南宝起华东起重机有限公司 Hoist hydraulic leg
CN205892581U (en) * 2016-06-06 2017-01-18 梁协铭 Lorry crane landing leg that overturns
CN205934715U (en) * 2016-07-27 2017-02-08 株洲旭阳机电科技开发有限公司 Railway steel bridge roof beam overhauls machine

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