CN216734252U - Assembled high-speed railway platform cross-line platform - Google Patents

Assembled high-speed railway platform cross-line platform Download PDF

Info

Publication number
CN216734252U
CN216734252U CN202220207468.8U CN202220207468U CN216734252U CN 216734252 U CN216734252 U CN 216734252U CN 202220207468 U CN202220207468 U CN 202220207468U CN 216734252 U CN216734252 U CN 216734252U
Authority
CN
China
Prior art keywords
platform
support frame
beams
cross
adjacent
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202220207468.8U
Other languages
Chinese (zh)
Inventor
左强新
张振华
李超
许子敏
张钢
李红彦
刘春蕊
于涛
阎铁山
林强
王起
胡伟松
张中坡
申文军
张卓晶
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yisheng Tongda Engineering Technology (Liaoning) Co.,Ltd.
Original Assignee
Beijing Yisheng Tongda Engineering Technology Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing Yisheng Tongda Engineering Technology Co ltd filed Critical Beijing Yisheng Tongda Engineering Technology Co ltd
Priority to CN202220207468.8U priority Critical patent/CN216734252U/en
Application granted granted Critical
Publication of CN216734252U publication Critical patent/CN216734252U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

本实用新型涉及组装式高铁站台跨线路平台,包括梁架组件和移动支撑架,所述移动支撑架设置于相邻站台的轨道间地面上;其中,所述梁架组件包括第一梁体、第二梁体,所述第一梁体设置于站台地面与移动支撑架上,所述第二梁体设置于相邻的移动支撑架之间,所述梁架组件与移动支撑架组拼成多样化的跨障平台。本实用新型组装式高铁站台跨线路平台,利用相邻站台地面为支点,在相邻的站台之间设置若干移动支撑架作为辅助支撑点,在站台地面和移动支撑架之间搭建梁架组件、快速组装成跨障平台。本实用新型组装式高铁站台跨线路平台自重较轻、通用性强、便于运输和现场搬运,具有易于拆装、轻便快捷、安全可靠、强度高的特点。

Figure 202220207468

The utility model relates to an assembled high-speed rail platform cross-line platform, comprising a beam frame assembly and a mobile support frame, wherein the mobile support frame is arranged on the ground between the tracks of adjacent platforms; wherein, the beam frame assembly comprises a first beam body, The second beam body, the first beam body is arranged on the platform ground and the moving support frame, the second beam body is arranged between the adjacent moving support frames, and the beam frame assembly and the moving support frame are assembled together Diversified cross-barrier platforms. The utility model of the assembled high-speed rail platform cross-line platform uses the adjacent platform ground as a fulcrum, sets a number of mobile support frames as auxiliary support points between the adjacent platforms, and builds beam frame components between the platform ground and the mobile support frame. Quickly assemble into a barrier-crossing platform. The assembled high-speed rail platform cross-line platform of the utility model has the advantages of light weight, strong versatility, convenient transportation and on-site handling, and has the characteristics of easy disassembly, lightness and speed, safety and reliability, and high strength.

Figure 202220207468

Description

组装式高铁站台跨线路平台Assembled high-speed rail platform cross-line platform

技术领域technical field

本实用新型涉及高铁站台跨线路技术领域,具体涉及一种组装式高铁站台跨线路平台。The utility model relates to the technical field of high-speed rail platform cross-line, in particular to an assembled high-speed rail platform cross-line platform.

背景技术Background technique

随着中国高速铁路的迅猛发展,高铁房建的维修量也在随之增加。在高铁站台维修高空设备时,蜘蛛机、升降平台设备等专业高空作业设备更为高效,但是由于现场缺少高空作业设备运输至中间站台的通道,使得在维修时不得不采用脚手架等效率较低的方式进行施工。为此,亟需研发一种能够跨越站台运送车辆的辅助设备,能够将专用高空作业车辆从基本站运送至中间站台,以替换脚手架作业的方式。With the rapid development of China's high-speed railways, the maintenance of high-speed railway buildings is also increasing. When repairing aerial equipment on a high-speed rail platform, professional aerial work equipment such as spider machines and lifting platform equipment is more efficient. However, due to the lack of a passage for the aerial work equipment to be transported to the intermediate platform on site, it is necessary to use scaffolding and other low-efficiency equipment during maintenance. way of construction. Therefore, there is an urgent need to develop an auxiliary device that can transport vehicles across platforms, and can transport dedicated aerial work vehicles from the base station to the intermediate platform to replace the way of scaffolding.

为了提高蜘蛛机、升降平台设备的在不同站台之间的移动运输效率、防止损伤轨道,本申请提出了一种组装式高铁站台跨线路平台。In order to improve the moving and transportation efficiency of spider machines and lifting platform equipment between different platforms and prevent track damage, the present application proposes an assembled high-speed rail platform cross-line platform.

实用新型内容Utility model content

本实用新型的一个主要目的在于克服现有技术中的至少一种缺陷,提供组装式高铁站台跨线路平台,在相邻的站台之间设置若干移动支撑架作为辅助支撑点,在站台地面和移动支撑架之间搭建梁架组件、快速组装成跨障平台。本实用新型组装式高铁站台跨线路平台自重较轻、通用性强、便于运输和现场搬运,具有易于拆装、轻便快捷、安全可靠、强度高等特点。One of the main purposes of the present invention is to overcome at least one defect in the prior art, to provide an assembled high-speed rail platform cross-line platform, and to set up a number of mobile support frames between adjacent platforms as auxiliary support points. The beam frame components are built between the support frames and quickly assembled into an obstacle-crossing platform. The assembled high-speed rail platform cross-line platform of the utility model has the advantages of light weight, strong versatility, convenient transportation and on-site handling, and has the characteristics of easy disassembly, lightness and speed, safety and reliability, and high strength.

为了实现上述技术方案,本实用新型采用以下技术方案:In order to realize the above-mentioned technical scheme, the utility model adopts the following technical scheme:

根据本实用新型的一个方面,提供了一种组装式高铁站台跨线路平台,包括梁架组件和移动支撑架,所述移动支撑架设置于相邻站台的轨道间地面上;According to one aspect of the present utility model, an assembled high-speed rail platform cross-line platform is provided, comprising a beam frame assembly and a mobile support frame, wherein the mobile support frame is arranged on the ground between the tracks of adjacent platforms;

其中,所述梁架组件包括第一梁体、第二梁体,所述第一梁体设置于站台地面与移动支撑架上,所述第二梁体设置于相邻的移动支撑架之间,所述梁架组件与移动支撑架组拼成多样化的跨障平台。Wherein, the beam frame assembly includes a first beam body and a second beam body, the first beam body is arranged on the platform ground and the moving support frame, and the second beam body is arranged between adjacent moving support frames , the beam frame assembly and the mobile support frame group are assembled into a diversified obstacle-crossing platform.

根据本实用新型的一实施方式,还包括限位挡板,所述限位挡板设置于第一梁体与站台之间的拐角处。According to an embodiment of the present invention, a limit baffle plate is further included, and the limit baffle plate is arranged at the corner between the first beam body and the platform.

根据本实用新型的一实施方式,进一步地,所述限位挡板通过螺栓与第一梁体连接,所述限位挡板与站台边缘接触限位,防止第一梁体晃动,提高了整体结构的稳定性。According to an embodiment of the present utility model, further, the limit baffle is connected to the first beam body through bolts, and the limit baffle is contacted with the edge of the platform to limit the position to prevent the first beam body from shaking and improve the overall structural stability.

根据本实用新型的一实施方式,所述第一梁体、第二梁体均通过卡扣方式与移动支撑架实现可拆式连接。According to an embodiment of the present invention, the first beam body and the second beam body are detachably connected to the moving support frame by means of snapping.

根据本实用新型的一实施方式,所述移动支撑架包括底座、主梁、斜梁、弧形支撑,所述底座上垂直设有主梁,所述主梁与底座之间设有若干斜梁,所述的斜梁为加强型斜梁、用于提高结构的强度,所述主梁顶部左右两侧分别开设有弧形支撑,所述弧形支撑的中部向下凹陷形成容纳部,所述容纳部用于与第一梁体边缘、第二梁体边缘配合;相应地,所述第一梁体边缘的形状与所述容纳部相适应,所述第二梁体边缘的形状与所述容纳部相适应。According to an embodiment of the present invention, the mobile support frame includes a base, a main beam, an inclined beam, and an arc-shaped support, a main beam is vertically arranged on the base, and several inclined beams are arranged between the main beam and the base , the inclined beam is a reinforced inclined beam, which is used to improve the strength of the structure. The left and right sides of the top of the main beam are respectively provided with arc supports, and the middle part of the arc supports is recessed downward to form a receiving part. The accommodating part is used to cooperate with the edge of the first beam body and the edge of the second beam body; accordingly, the shape of the edge of the first beam body is adapted to the accommodating part, and the shape of the edge of the second beam body is compatible with the edge of the second beam body. accommodating part.

根据本实用新型的一实施方式,所述主梁至少设为两个,相邻主梁之间通过支撑梁连接,所述支撑梁用于提高产品的强度及稳定性。According to an embodiment of the present invention, there are at least two main beams, and adjacent main beams are connected by support beams, and the support beams are used to improve the strength and stability of the product.

根据本实用新型的一实施方式,所述梁架组件与移动支撑架组拼成的跨障平台,利用相邻的两个站台为支撑点,主要用于在站台之间运输低重心设备。According to an embodiment of the present invention, the cross-obstruction platform formed by the beam frame assembly and the mobile support frame assembly uses two adjacent platforms as support points, and is mainly used for transporting low-center-of-gravity equipment between the platforms.

根据本实用新型的一实施方式,所述移动支撑架为配合使用第一梁体、第二梁体的组合拼接架。According to an embodiment of the present invention, the moving support frame is a combined splicing frame that cooperates with the first beam body and the second beam body.

根据本实用新型的一实施方式,所述第一梁体、第二梁体可以采用铝梯。According to an embodiment of the present invention, the first beam body and the second beam body can use aluminum ladders.

根据本实用新型的另一个方面,提供了一种组装式高铁站台跨线路平台,包括移动支撑架组件、踏板组件,所述移动支撑架组件设置于相邻站台之间的轨道上、且在外力推动下能够沿着轨道滑动,所述踏板组件铺设于移动支撑架组件上,且踏板组件的两端分别位于相邻的站台地面上。According to another aspect of the present utility model, an assembled high-speed rail platform cross-line platform is provided, comprising a mobile support frame assembly and a pedal assembly, wherein the mobile support frame assembly is arranged on a track between adjacent platforms, and is protected against external force. It can slide along the track after being pushed, the pedal assembly is laid on the moving support frame assembly, and the two ends of the pedal assembly are respectively located on the adjacent platform ground.

根据本实用新型的一实施方式,所述移动支撑架组件包括第一支撑架体、第二支撑架体、轨道固定组件,第一支撑架体的底部设有轨道连接组件,所述第二支撑架体设置于第一支撑架体一侧。According to an embodiment of the present invention, the moving support frame assembly includes a first support frame body, a second support frame body, and a rail fixing assembly, the bottom of the first support frame body is provided with a rail connection assembly, and the second support frame body is provided with a rail connection assembly. The frame body is arranged on one side of the first support frame body.

根据本实用新型的一实施方式,所述第一支撑架体包括首尾连接为一体的第一支撑架体单元;相邻的第一支撑架体单元通过连接梁固定。其中,第一支撑架体单元包括两组第一横梁、两组第一竖梁,所述第一竖梁设置于第一横梁两侧。According to an embodiment of the present invention, the first support frame body includes a first support frame body unit that is connected end to end as a whole; the adjacent first support frame body units are fixed by connecting beams. Wherein, the first support frame unit includes two sets of first transverse beams and two sets of first vertical beams, and the first vertical beams are arranged on both sides of the first transverse beams.

根据本实用新型的一实施方式,还包括第一斜梁,所述第一斜梁设置于相邻的第一竖梁之间。所述第一斜梁的竖梁可以为两个,交叉设置于相邻的第一竖梁之间。According to an embodiment of the present invention, it further includes a first inclined beam, and the first inclined beam is arranged between adjacent first vertical beams. The number of vertical beams of the first inclined beam may be two, and the vertical beams may be arranged crosswise between adjacent first vertical beams.

根据本实用新型的一实施方式,所述第二支撑架体包括首尾连接为一体的第二支撑架体单元;相邻的第二支撑架体单元通过连接梁固定。其中,第二支撑架体单元包括一组第二横梁、一组第二竖梁及一组第二斜梁,且首尾连接组成三角形结构。According to an embodiment of the present invention, the second support frame body includes a second support frame body unit that is connected end to end as a whole; the adjacent second support frame body units are fixed by connecting beams. Wherein, the second support frame unit includes a set of second transverse beams, a set of second vertical beams and a set of second inclined beams, and is connected end to end to form a triangular structure.

根据本实用新型的一实施方式,所述第二支撑架单元包括一组第二横梁及一组第二斜梁,所述第二横梁水平设置且一端悬空设置、另一端与第一支撑架体的第一竖梁的上部固定连接,所述第二斜梁一端与第二横梁的悬空端固定连接、另一端与第一竖梁的下部固定,所述第二横梁、第二斜梁及第一竖梁构成三角形结构。According to an embodiment of the present invention, the second support frame unit includes a set of second beams and a set of second inclined beams, the second beams are horizontally arranged with one end suspended in the air, and the other end is connected to the first support frame body The upper part of the first vertical beam is fixedly connected, one end of the second inclined beam is fixedly connected to the suspended end of the second horizontal beam, and the other end is fixed to the lower part of the first vertical beam. A vertical beam forms a triangular structure.

根据本实用新型的一实施方式,所述第二支撑架体可对称设置于第一支撑架体的两侧。According to an embodiment of the present invention, the second support frame body can be symmetrically arranged on both sides of the first support frame body.

根据本实用新型的一实施方式,所述轨道固定组件包括平板及设置于平板两侧的两组竖板,平板及两组竖板组成的结构设置于轨道上,在竖板的内侧通过螺栓设置有活动支撑板,所述活动支撑板靠近轨道的一侧设有绝缘橡胶板,所述平板底部也固定有绝缘橡胶板,形成了与轨道嵌设连接的三面绝缘结构。According to an embodiment of the present invention, the track fixing assembly includes a flat plate and two sets of vertical plates arranged on both sides of the flat plate, and the structure composed of the flat plate and the two sets of vertical plates is arranged on the track, and is installed on the inner side of the vertical plates by bolts There is a movable support plate, the side of the movable support plate close to the track is provided with an insulating rubber plate, and the bottom of the flat plate is also fixed with an insulating rubber plate, forming a three-sided insulating structure embedded and connected with the track.

根据本实用新型的一实施方式,还包括有活节螺栓,活动固定于竖板上,且一端与活动支撑板连接,通过调节活节螺栓来调整两组竖板之间的距离,以适应不同的轨道尺寸,适应性强。According to an embodiment of the present invention, it also includes a hinge bolt, which is movably fixed on the vertical plate, and one end is connected with the movable support plate. The distance between the two sets of vertical plates is adjusted by adjusting the hinge bolt to adapt to different Track size, strong adaptability.

根据本实用新型的一实施方式,所述踏板组件包括第一踏板、第二踏板,第一踏板为带边踏板,所述第一踏板为两组,第二踏板设置于相邻的第一踏板之间,第二踏板可以根据相邻站台的距离来确定其数量。其中,第一踏板通过踏板连接套与第二踏板连接固定。According to an embodiment of the present invention, the pedal assembly includes a first pedal and a second pedal, the first pedal is a side pedal, the first pedals are two groups, and the second pedals are arranged on adjacent first pedals In between, the number of second pedals can be determined according to the distance between adjacent platforms. Wherein, the first pedal is connected and fixed with the second pedal through the pedal connecting sleeve.

根据本实用新型的一实施方式,所述踏板组件下侧靠近站台的一侧设有挡板。According to an embodiment of the present invention, a baffle plate is provided on a side of the lower side of the pedal assembly close to the platform.

根据本实用新型的一实施方式,所述踏板组件分别与站台地面连接的两端均设有防滑橡胶垫。According to an embodiment of the present invention, both ends of the pedal assembly connected to the platform ground are provided with anti-skid rubber pads.

根据本实用新型的一实施方式,所述踏板组件两侧均设有护栏,能有效防止施工人员坠落,安全可靠。According to an embodiment of the present invention, guardrails are provided on both sides of the pedal assembly, which can effectively prevent construction personnel from falling, and is safe and reliable.

由上述技术方案可知,本实用新型具备以下优点和积极效果中的至少之一:As can be seen from the above technical solutions, the present invention has at least one of the following advantages and positive effects:

本实用新型组装式高铁站台跨线路平台,利用相邻站台地面或轨道为支点,在相邻的站台之间设置若干支撑架作为辅助支撑点,在站台地面和支撑架之间搭建跨线路平台。本实用新型组装式高铁站台跨线路平台自重较轻、通用性强、便于运输和现场搬运,具有易于拆装、轻便快捷、安全可靠、强度高的特点。The assembled high-speed rail platform cross-line platform of the utility model utilizes the adjacent platform ground or track as a fulcrum, and sets up several support frames as auxiliary support points between the adjacent platforms, and builds a cross-line platform between the platform ground and the support frame. The assembled high-speed railway platform cross-line platform of the utility model has the advantages of light weight, strong versatility, convenient transportation and on-site handling, and has the characteristics of easy disassembly, lightness and speed, safety and reliability, and high strength.

本实用新型组装式高铁站台跨线路平台,不仅能够提高不同站台之间设备的移动运输效率、且能够沿着轨道滑动,在轨道线路上不同的位置施工,具有易于拆装、安全可靠等特点。The assembled high-speed rail platform cross-line platform of the utility model can not only improve the moving and transportation efficiency of equipment between different platforms, but also can slide along the track and construct at different positions on the track line, and has the characteristics of easy disassembly, safety and reliability.

采用本实用新型组装式高铁站台跨线路平台,现有的蜘蛛机、升降平台设备能够在相邻站台之间快速切换作业场地,同时还具有滑动功能,实现了多工位施工,不需要重新搭设架体结构,不会对轨道造成任何损伤,同时解决了高铁站台上高处施工作业效率低、有效作业时间短的问题。By adopting the assembled high-speed rail platform cross-line platform of the utility model, the existing spider machine and lifting platform equipment can quickly switch the operation site between adjacent platforms, and also have the sliding function, which realizes multi-station construction, and does not need to be erected again. The frame structure will not cause any damage to the track, and at the same time solve the problems of low construction efficiency and short effective operation time at high places on the high-speed rail platform.

本实用新型组装式高铁站台跨线路平台能够适用于高铁站台多线过桥,适用范围较广,满足了检修设备无障碍跨越线路作业的需要。The assembled high-speed railway platform cross-line platform of the utility model can be applied to the multi-line bridge crossing of the high-speed railway platform, has a wide application range, and meets the needs of the barrier-free cross-line operation of the maintenance equipment.

附图说明Description of drawings

为了更清楚地说明本实用新型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来讲,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 embodiments of the present invention or the technical solutions in the prior art, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. It is obvious to those skilled in the art that In other words, on the premise of no creative work, other drawings can also be obtained from these drawings.

图1为本实用新型所述组装式高铁站台跨线路平台一实施方式的结构示意图;1 is a schematic structural diagram of an embodiment of an assembled high-speed rail platform cross-line platform according to the present invention;

图2为图1中所述组装式高铁站台跨线路平台的俯视图;Fig. 2 is the top view of the cross-line platform of the assembled high-speed rail platform described in Fig. 1;

图3为本实用新型所述移动支撑架的结构示意图;3 is a schematic structural diagram of the mobile support frame according to the present invention;

图4为图3所述移动支撑架的侧视图;Figure 4 is a side view of the mobile support frame described in Figure 3;

图5为图3所述移动支撑架的俯视图;Fig. 5 is the top view of the moving support frame described in Fig. 3;

图6为本实用新型组装式高铁站台跨线路平台另一实施方式的结构示意图;6 is a schematic structural diagram of another embodiment of the assembled high-speed rail platform cross-line platform of the present invention;

图7为图6中所述组装式高铁站台跨线路平台的俯视图。FIG. 7 is a top view of the cross-line platform of the assembled high-speed rail platform in FIG. 6 .

图8为本实用新型组装式高铁站台跨线路平台又一实施方式的结构示意图;8 is a schematic structural diagram of another embodiment of the assembled high-speed rail platform cross-line platform of the present invention;

图9为图8的俯视图;Fig. 9 is the top view of Fig. 8;

图10为本实用新型相邻的第一支撑架体单元连接示意图;10 is a schematic diagram of the connection of adjacent first support frame units of the present invention;

图11为图10中C处结构放大示意图;Figure 11 is an enlarged schematic view of the structure at C in Figure 10;

图12为图8中A处结构放大示意图;Figure 12 is an enlarged schematic view of the structure at A in Figure 8;

图13为图8中B处结构放大示意图;Figure 13 is an enlarged schematic view of the structure at B in Figure 8;

图14为本实用新型中踏板组件的连接示意图;Fig. 14 is the connection schematic diagram of the pedal assembly in the utility model;

图15为图14中D处结构放大示意图;Figure 15 is an enlarged schematic view of the structure at D in Figure 14;

图16为本实用新型组装式高铁站台跨线路平台又一实施方式的结构示意图;16 is a schematic structural diagram of another embodiment of the assembled high-speed rail platform cross-line platform of the present invention;

图17为图16中A-A处局部放大结构示意图;FIG. 17 is a schematic diagram of a partially enlarged structure at A-A in FIG. 16;

图18为图16中第一支撑架体的侧视图;Figure 18 is a side view of the first support frame body in Figure 16;

图19为第一踏板与第二踏板连接示意图;Figure 19 is a schematic diagram of the connection between the first pedal and the second pedal;

图20为本实用新型组装式高铁站台跨线路平台又一实施方式的结构示意图。FIG. 20 is a schematic structural diagram of another embodiment of the assembled high-speed rail platform cross-line platform of the present invention.

附图标记说明如下:The reference numerals are explained as follows:

1-梁架组件、11-第一梁体、12-第二梁体、13-限位挡板、2-移动支撑架、1-beam frame assembly, 11-first beam body, 12-second beam body, 13-limiting baffle plate, 2-moving support frame,

21-底座、22-主梁、23-斜梁、24-弧形支撑、25-支撑梁、3-站台、4-轨道、5- 第一支撑架体、51-第一支撑架体单元、511-第一横梁、512-第一竖梁、513-第一斜梁、52-连接梁、53-独立支撑架、6-第二支撑架体、61-第二支撑架体单元、 611-第二横梁、612-第二竖梁、613-第二斜梁、7-轨道固定组件、71-平板、72- 竖板、73-活动支撑板、74-绝缘橡胶板、75-活节螺栓、8-第一踏板、9-第二踏板、91-踏板连接套、92-踏板连接梁、93-压紧装置、931-基座、932-调节螺钉、 933-压板、10-防滑橡胶垫。21-base, 22-main beam, 23-inclined beam, 24-arc support, 25-support beam, 3-platform, 4-track, 5-first support frame, 51-first support frame unit, 511-first beam, 512-first vertical beam, 513-first inclined beam, 52-connecting beam, 53-independent support frame, 6-second support frame body, 61-second support frame body unit, 611- Second beam, 612-Second vertical beam, 613-Second inclined beam, 7-Track fixing assembly, 71-Flat plate, 72-Rise plate, 73-Active support plate, 74-Insulating rubber plate, 75-Joint bolt , 8-first pedal, 9-second pedal, 91-pedal connecting sleeve, 92-pedal connecting beam, 93-pressing device, 931-base, 932-adjusting screw, 933-pressing plate, 10-anti-skid rubber pad .

具体实施方式Detailed ways

在本实用新型的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;可以是直接相连,也可以通过中间媒介间接相连。对于本领域的普通技术人员而言,根据具体情况理解上述术语在本实用新型中的具体含义。In the description of the present invention, it should be noted that, unless otherwise expressly specified and limited, the terms "installation" and "connection" should be understood in a broad sense, for example, it may be a fixed connection or a detachable connection, or It can be connected integrally; it can be a mechanical connection or an electrical connection; it can be directly connected or indirectly connected through an intermediate medium. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention will be understood according to specific situations.

需要说明的是,本实用新型的说明书和权利要求书及上述附图中的术语“第一”、“第二”等是用于区别类似的对象,而不必用于描述特定的顺序或先后次序。应该理解这样使用的数据在适当情况下可以互换,以便这里描述的本实用新型的实施例。It should be noted that the terms "first" and "second" in the description and claims of the present invention and the above drawings are used to distinguish similar objects, and are not necessarily used to describe a specific sequence or sequence. . It is to be understood that the data so used are interchangeable under appropriate circumstances for the embodiments of the invention described herein.

下面结合附图以及具体实施方式对本实用新型作进一步详细说明。The present utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

参见附图1~7,本实用新型所述组装式高铁站台跨线路平台,包括梁架组件1和移动支撑架2,所述移动支撑架2设置于相邻站台3的轨道间地面上,所述梁架组件1与移动支撑架2组拼成多样化的跨障平台。Referring to Figures 1 to 7, the assembled high-speed rail platform cross-line platform of the present invention includes a beam frame assembly 1 and a mobile support frame 2. The mobile support frame 2 is arranged on the ground between the tracks of adjacent platforms 3, so The beam frame assembly 1 and the mobile support frame 2 are assembled into a diversified obstacle-crossing platform.

本实施例中,所述梁架组件1包括第一梁体11、第二梁体12、限位挡板13,所述第一梁体11设置于站台3地面与移动支撑架2上,所述第二梁体12设置于相邻的移动支撑架2之间,所述限位挡板13设置于第一梁体11与站台3之间的拐角处。进一步地,所述限位挡板11通过螺栓与第一梁体11连接,所述限位挡板13与站台3边缘接触限位,防止第一梁体11晃动,提高了整体结构的稳定性。In this embodiment, the beam frame assembly 1 includes a first beam body 11 , a second beam body 12 , and a limiting baffle 13 . The first beam body 11 is disposed on the ground of the platform 3 and on the moving support frame 2 , so The second beam body 12 is disposed between adjacent moving support frames 2 , and the limiting baffle 13 is disposed at the corner between the first beam body 11 and the platform 3 . Further, the limit baffle 11 is connected with the first beam body 11 by bolts, and the limit baffle 13 is in contact with the edge of the platform 3 to limit the position, preventing the first beam body 11 from shaking, and improving the stability of the overall structure. .

本实施例中,所述第一梁体11、第二梁体12均通过卡扣方式与移动支撑架 2实现可拆式连接。所述移动支撑架2包括底座21、主梁22、斜梁23、弧形支撑24、支撑梁25,所述底座21上垂直设有主梁22,所述主梁22与底座21之间设有四个斜梁23,所述的斜梁23为加强型斜梁、用于提高结构的强度,所述主梁22顶部左右两侧分别开设有弧形支撑24,所述弧形支撑24的中部向下凹陷形成容纳部,所述容纳部用于与第一梁体11边缘、第二梁体12边缘配合;相应地,所述第一梁体11边缘的形状与所述容纳部相适应,所述第二梁体12 边缘的形状与所述容纳部相适应。所述主梁11设为两个,相邻主梁11之间通过支撑梁25连接,所述支撑梁25用于提高产品的强度及稳定性。In this embodiment, the first beam body 11 and the second beam body 12 are detachably connected to the moving support frame 2 by means of snapping. The movable support frame 2 includes a base 21 , a main beam 22 , an inclined beam 23 , an arc-shaped support 24 and a support beam 25 . There are four inclined beams 23, the inclined beams 23 are reinforced inclined beams used to improve the strength of the structure, and the left and right sides of the top of the main beam 22 are respectively provided with arc supports 24. The middle part is recessed downward to form a receiving part, and the receiving part is used to cooperate with the edge of the first beam body 11 and the edge of the second beam body 12; correspondingly, the shape of the edge of the first beam body 11 is adapted to the receiving part , the shape of the edge of the second beam body 12 is adapted to the accommodating portion. There are two main beams 11, and adjacent main beams 11 are connected by supporting beams 25. The supporting beams 25 are used to improve the strength and stability of the product.

第一梁体11、第二梁体12在具体实施时可以采用铝梯,第一梁体11、第二梁体12与移动支撑架2组拼成跨障平台。The first beam body 11 and the second beam body 12 can be implemented using aluminum ladders, and the first beam body 11 , the second beam body 12 and the movable support frame 2 are assembled to form an obstacle-spanning platform.

本实用新型中,所述梁架组件1与移动支撑架2组拼成的跨障平台,利用相邻的两个站台3为支撑点,主要用于在站台3之间运输重量小于3吨、行驶速度不大于2公里/小时的低重心设备。In the utility model, the cross-barrier platform formed by the beam frame assembly 1 and the mobile support frame 2 is mainly used for transporting the weight less than 3 tons between the platforms 3 by using the two adjacent platforms 3 as support points. Equipment with a low center of gravity with a travel speed of not more than 2 km/h.

如图1、2所示,为两轨道4跨障的具体实施方式,先放置移动支撑架2到轨道间地面,然后放置第一梁体11连接站台3与移动支撑架2,第一梁体11为两组,移动支撑架2为两个,两组的第一梁体11分别与两侧的站台3、移动支撑架2连接;在两个移动支撑架2之间设置第二梁体12;最后,在第一梁体11 与站台3的拐角处设置限位挡板13,具体通过螺栓将限位挡板13固定在第一梁体11下侧,同时限位挡板13与站台3边缘接触限位,完成两个相邻站台3之间蜘蛛机、升降平台设备的快速移动。As shown in Figures 1 and 2, it is a specific implementation of two rails 4 spanning obstacles. First, the mobile support frame 2 is placed on the ground between the rails, and then the first beam body 11 is placed to connect the platform 3 and the mobile support frame 2. The first beam body 11 is two groups, and there are two mobile support frames 2. The first beam bodies 11 of the two groups are respectively connected with the platform 3 and the mobile support frame 2 on both sides; a second beam body 12 is arranged between the two mobile support frames 2. ; Finally, a limit baffle 13 is set at the corner of the first beam body 11 and the platform 3, specifically, the limit baffle 13 is fixed on the lower side of the first beam body 11 by bolts, and the limit baffle 13 and the platform 3 are fixed at the same time. The edge contacts the limit to complete the rapid movement of the spider machine and the lifting platform equipment between the two adjacent platforms 3.

如图6、7所示,为四轨道4跨障的具体实施方式,先放置移动支撑架2到轨道间地面,然后放置第一梁体11连接站台3与移动支撑架2,移动支撑架2 为5个,第一梁体11为两组,两组第一梁体11分别与两侧的站台3、移动支撑架2连接;在5个移动支撑架2之间通过第二梁体12连接;最后,在第一梁体 11与站台3的拐角处设置限位挡板13,完成四轨道两个站台3之间蜘蛛机、升降平台设备的快速移动。As shown in Figures 6 and 7, it is a specific implementation of four rails 4 spanning obstacles, first place the mobile support frame 2 on the ground between the tracks, and then place the first beam 11 to connect the platform 3 and the mobile support frame 2, and the mobile support frame 2 There are 5 first beam bodies 11, two groups of first beam bodies 11 are respectively connected with the platform 3 and the mobile support frame 2 on both sides; ; Finally, a limit baffle 13 is set at the corner of the first beam body 11 and the platform 3 to complete the rapid movement of the spider machine and the lifting platform equipment between the two platforms 3 of the four tracks.

本实用新型组装式高铁站台跨线路平台搭建完成后,主要适用于在站台之间运输重量小于3吨、行驶速度不大于2公里/小时的低重心设备,从一个站台匀速移动到另一个站台。本实用新型组装式高铁站台跨线路平台的工作台面不可停留作业,只允许运输作业。本实用新型组装式高铁站台跨线路平台,利用相邻站台地面为支点,在相邻的站台之间设置若干移动支撑架作为辅助支撑点,在站台地面和移动支撑架之间搭建梁架组件、快速组装成跨障平台。本实用新型组装式高铁站台跨线路平台自重较轻、通用性强、便于运输和现场搬运,具有易于拆装、轻便快捷、安全可靠、强度高的特点。采用本实用新型组装式高铁站台跨线路平台后,现有的蜘蛛机、升降平台设备能够在相邻站台之间快速切换作业场地,不会对轨道4造成任何损伤,同时解决了高铁站台上高处施工作业效率低、有效作业时间短的问题。After the assembled high-speed rail platform of the utility model is constructed across the line platform, it is mainly suitable for transporting low-gravity equipment with a weight of less than 3 tons and a travel speed of not more than 2 km/h between platforms, moving from one platform to another at a constant speed. The working surface of the cross-line platform of the assembled high-speed rail platform of the utility model cannot be stopped for operation, and only transportation operation is allowed. The utility model of the assembled high-speed rail platform cross-line platform uses the adjacent platform ground as a fulcrum, and sets a number of mobile support frames between the adjacent platforms as auxiliary support points, and builds beam frame components between the platform ground and the mobile support frame. Quickly assemble into a barrier-crossing platform. The assembled high-speed railway platform cross-line platform of the utility model has the advantages of light weight, strong versatility, convenient transportation and on-site handling, and has the characteristics of easy disassembly, lightness and speed, safety and reliability, and high strength. After adopting the assembled high-speed rail platform cross-line platform of the utility model, the existing spider machine and lifting platform equipment can quickly switch the operation site between adjacent platforms, without causing any damage to the track 4, and at the same time solving the problem of the high-speed rail platform. It solves the problems of low efficiency of construction operations and short effective operation time.

参见附图8~15,本实用新型所述组装式高铁站台跨线路平台,包括移动支撑架组件、踏板组件,所述移动支撑架组件设置于相邻站台之间的轨道上、且在外力推动下能够沿着轨道4滑动,所述踏板组件铺设于移动支撑架组件上,且踏板组件的两端分别位于相邻的站台3地面上。具体地,移动支撑架组件包括第一支撑架体5、第二支撑架体6、轨道固定组件7,第一支撑架体5的底部设有轨道固定组件7,所述第二支撑架体6设置于第一支撑架体5的一侧。所述第一支撑架体5包括首尾连接为一体的第一支撑架体单元51;相邻的第一支撑架体单元51通过连接梁52固定。其中,第一支撑架体单元51包括两组第一横梁511、两组第一竖梁512,所述第一竖梁512设置于第一横梁511两侧,以及设置于第一支撑架体单元51上的第一斜梁513。所述第二支撑架体6包括首尾连接为一体的第二支撑架体单元61;相邻的第二支撑架体单元61通过连接梁固定。其中,第二支撑架体单元61包括一组第二横梁611、一组第二竖梁612及一组第二斜梁613,且首尾连接组成三角形结构。Referring to Figures 8 to 15, the assembled high-speed rail platform cross-line platform of the present invention includes a mobile support frame assembly and a pedal assembly. The mobile support frame assembly is arranged on the track between adjacent platforms and is pushed by an external force. The lower part can slide along the track 4 , the pedal assembly is laid on the moving support frame assembly, and the two ends of the pedal assembly are respectively located on the ground of the adjacent platform 3 . Specifically, the mobile support frame assembly includes a first support frame body 5 , a second support frame body 6 , and a track fixing assembly 7 . The bottom of the first support frame body 5 is provided with a track fixing assembly 7 , and the second support frame body 6 It is arranged on one side of the first support frame body 5 . The first support frame body 5 includes first support frame body units 51 that are connected end to end as a whole; the adjacent first support frame body units 51 are fixed by connecting beams 52 . The first support frame unit 51 includes two sets of first cross beams 511 and two sets of first vertical beams 512 . The first vertical beams 512 are arranged on both sides of the first cross beam 511 and are arranged on the first support frame unit. 51 on the first inclined beam 513. The second support frame body 6 includes a second support frame body unit 61 which is connected end to end as a whole; the adjacent second support frame body units 61 are fixed by connecting beams. The second support frame unit 61 includes a set of second transverse beams 611 , a set of second vertical beams 612 and a set of second inclined beams 613 , which are connected end to end to form a triangular structure.

轨道固定组件7包括平板71及设置于平板71两侧的两组竖板72,平板71 及两组竖板72组成的结构嵌设于轨道4上,在竖板72的内侧通过螺栓设置有活动支撑板73,所述活动支撑板73靠近轨道4的一侧设有绝缘橡胶板74,所述平板71底部也固定有绝缘橡胶板74,形成了与轨道4嵌设连接的三面绝缘结构。当然,本实用新型中,所述轨道固定组件7还包括有活节螺栓75,活动固定于竖板72上,且一端与活动支撑板73连接,通过调节活节螺栓75来调整两组竖板72之间的距离,以适应不同的轨道4尺寸,适应性强。The track fixing assembly 7 includes a flat plate 71 and two sets of vertical plates 72 arranged on both sides of the flat plate 71. The structure composed of the flat plate 71 and the two sets of vertical plates 72 is embedded on the track 4, and the inner side of the vertical plate 72 is provided with movable bolts through bolts. The support plate 73 is provided with an insulating rubber plate 74 on the side of the movable support plate 73 close to the track 4 . Of course, in the present invention, the rail fixing assembly 7 also includes a joint bolt 75, which is movably fixed on the vertical plate 72, and one end is connected with the movable support plate 73, and the two groups of vertical plates can be adjusted by adjusting the joint bolt 75. The distance between 72 to adapt to different track 4 sizes, strong adaptability.

当一个施工位置施工完毕,通过拧松所有的活节螺栓75,可以推动本实用新型组装式高铁站台跨线路平台整体在轨道线路上整体滑动,提高了施工效率。When the construction of a construction site is completed, by loosening all the hinge bolts 75, the assembled high-speed rail platform of the utility model can be pushed to slide as a whole on the track line as a whole, thereby improving the construction efficiency.

踏板组件包括第一踏板8、第二踏板9,第一踏板8为带边踏板,所述第一踏板8为两组,第二踏板9设置于相邻的第一踏板8之间,第二踏板9可以根据相邻站台4的距离来确定其数量。其中,第一踏板8通过踏板连接套91与第二踏板9连接固定。The pedal assembly includes a first pedal 8 and a second pedal 9. The first pedal 8 is a side pedal, and the first pedals 8 are in two groups. The second pedals 9 are arranged between the adjacent first pedals 8. The number of steps 9 can be determined according to the distance between adjacent platforms 4 . The first pedal 8 is connected and fixed to the second pedal 9 through a pedal connecting sleeve 91 .

本实用新型中,所述踏板组件下侧靠近站台4的一侧设有限位挡板13,所述踏板组件分别与站台4地面连接的两端均设有防滑橡胶垫10。所述踏板组件两侧均设有护栏,能有效防止施工人员坠落,安全可靠。In the present invention, the side of the lower side of the pedal assembly close to the platform 4 is provided with a limiting baffle 13 , and both ends of the pedal assembly connected to the ground of the platform 4 are provided with anti-skid rubber pads 10 . Both sides of the pedal assembly are provided with guardrails, which can effectively prevent construction personnel from falling, and are safe and reliable.

如图16-20所示,本实用新型组装式高铁站台跨线路平台实施例中,所述第一支撑架体5中第一斜梁513为两组且交叉设置,提高了产品的稳定性。第二支撑架体6包括第二横梁611、第二斜梁613,第二横梁611水平设置且一端悬空设置、另一端与第一支撑架体5的第一竖梁512的上部固定连接,所述第二斜梁613一端与第二横梁611的悬空端固定连接、另一端与第一竖梁512的下部固定,所述第二横梁611、第二斜梁613及第一竖梁512构成三角形稳定结构。如图20中所述的第二支撑架体6可以单独设置,也可以对称设置于第一支撑架体5的两侧。本实用新型采用模块化设计,具有拆装组合的特点。在图17 中通过压紧装置93对踏板进行固定。具体地,所述基座931具有一中空腔体,用来容纳压板933,同时压板933能够在外力作用下向着靠近或远离踏板的方向移动,在基座上方安装调节螺钉932,当然在基座931上与调节螺钉932相应的位置开设螺纹孔。当压板933压紧踏板后,拧紧调节螺钉932。本实用新型中所述压紧装置93能够对踏板的固定位置进行微调,适应性强。如图19所示,采用踏板连接梁92对相邻的踏板进行固定,相应地在踏板连接梁92上、踏板上开设有孔位,以及通过螺栓分别固定。如图20所示,增加了一组独立支撑架53,该独立支撑架53在重载时使用,其数量可以根据实际情况在增加或减少。As shown in FIGS. 16-20 , in the embodiment of the cross-line platform of the assembled high-speed rail platform of the present invention, the first inclined beams 513 in the first support frame 5 are arranged in two groups and crossed, which improves the stability of the product. The second support frame body 6 includes a second cross beam 611 and a second inclined beam 613. The second cross beam 611 is arranged horizontally, one end is suspended, and the other end is fixedly connected to the upper part of the first vertical beam 512 of the first support frame body 5, so One end of the second inclined beam 613 is fixedly connected to the suspended end of the second horizontal beam 611, and the other end is fixed to the lower part of the first vertical beam 512. The second horizontal beam 611, the second inclined beam 613 and the first vertical beam 512 form a triangle stable structure. The second support frame body 6 as shown in FIG. 20 can be arranged independently, or can be symmetrically arranged on both sides of the first support frame body 5 . The utility model adopts a modular design and has the characteristics of disassembly and assembly. In FIG. 17 , the pedals are fixed by means of the pressing device 93 . Specifically, the base 931 has a hollow cavity for accommodating the pressing plate 933. At the same time, the pressing plate 933 can move toward or away from the pedal under the action of external force. The adjusting screw 932 is installed above the base. Threaded holes are provided at positions corresponding to the adjusting screws 932 on the 931 . After the pressing plate 933 presses the pedal, the adjusting screw 932 is tightened. The pressing device 93 in the present invention can fine-tune the fixed position of the pedal, and has strong adaptability. As shown in FIG. 19 , the adjacent pedals are fixed by the pedal connecting beam 92 , and holes are correspondingly provided on the pedal connecting beam 92 and the pedal, and are respectively fixed by bolts. As shown in FIG. 20 , a group of independent support brackets 53 are added, and the independent support brackets 53 are used when the load is heavy, and the number of the independent support brackets 53 can be increased or decreased according to the actual situation.

综上所述,本实用新型组装式高铁站台跨线路平台,能够以轨道为接触支点,在相邻的站台之间设置若干支撑架,在站台地面和支撑架之间搭设成跨线路平台。不仅能够提高不同站台之间设备的移动运输效率、且能够沿着轨道滑动,在轨道线路上不同的位置施工,具有易于拆装、安全可靠、强度高等特点。采用本实用新型一种组装式高铁站台跨线路平台,现有的蜘蛛机、升降平台设备能够在相邻站台之间快速切换作业场地,同时还具有滑动功能,实现了多工位施工,不需要重新搭设架体结构,不会对轨道造成任何损伤,同时解决了高铁站台上高处施工作业效率低、有效作业时间短的问题。To sum up, the assembled high-speed rail platform cross-line platform of the present utility model can use the track as a contact fulcrum, set up several support frames between adjacent platforms, and build a cross-line platform between the platform ground and the support frame. It can not only improve the moving and transportation efficiency of equipment between different platforms, but also can slide along the track and construct in different positions on the track line. It has the characteristics of easy disassembly, safety and reliability, and high strength. By adopting the assembled high-speed rail platform cross-line platform of the utility model, the existing spider machine and lifting platform equipment can quickly switch the work site between adjacent platforms, and also have a sliding function, which realizes multi-station construction, and does not require Re-installing the frame structure will not cause any damage to the track, and at the same time solve the problems of low construction efficiency and short effective operation time at high places on the high-speed rail platform.

本实用新型组装式高铁站台跨线路平台在组装时,拼接必须牢靠紧固,无晃动;蜘蛛机、升降平台设备的在不同站台之间的移动运输时必须平稳缓慢,禁止在跨线路平台上工作。When the assembled high-speed rail platform cross-line platform of the utility model is assembled, the splicing must be firm and fastened without shaking; the moving and transportation of the spider machine and the lifting platform equipment between different platforms must be smooth and slow, and it is forbidden to work on the cross-line platform. .

应可理解的是,本实用新型不将其应用限制到本文提出的部件的详细结构和布置方式。本实用新型能够具有其他实施例,并且能够以多种方式实现并且执行。前述变形形式和修改形式落在本实用新型的范围内。应可理解的是,本文公开和限定的本实用新型延伸到文中和/或附图中提到或明显的两个或两个以上单独特征的所有可替代组合。本文所述的实施例说明了已知用于实现本实用新型的最佳方式,并且将使本领域技术人员能够利用本实用新型。It should be understood that the present invention is not limited in its application to the detailed structure and arrangement of components presented herein. The invention is capable of other embodiments and of being implemented and carried out in various ways. The aforementioned variations and modifications fall within the scope of the present invention. It will be understood that the invention disclosed and defined herein extends to all alternative combinations of two or more of the individual features mentioned or evident in the text and/or drawings. The embodiments described herein illustrate the best mode known for carrying out the invention, and will enable those skilled in the art to utilize the invention.

Claims (10)

1. The assembled high-speed railway platform line-crossing platform is characterized by comprising a beam frame assembly and a movable support frame, wherein the movable support frame is arranged on the ground between the tracks of the adjacent platforms;
the beam frame assembly comprises a first beam body and a second beam body, the first beam body is arranged on the platform ground and the movable support frames, and the second beam body is arranged between the adjacent movable support frames;
the beam frame assembly and the movable support frame assembly are assembled into a diversified obstacle-crossing platform.
2. The modular high-speed rail platform line-crossing platform of claim 1, further comprising a limit stop disposed at a corner between the first beam and the platform; the limiting baffle is connected with the first beam body through a bolt and is limited by the contact with the edge of the platform.
3. The assembled high-speed rail platform cross-line platform according to claim 1, wherein the movable support frame comprises a base, a main beam, oblique beams and arc-shaped supports, the main beam is vertically arranged on the base, a plurality of oblique beams are arranged between the main beam and the base, the arc-shaped supports are respectively arranged on the left side and the right side of the top of the main beam, the middle parts of the arc-shaped supports are downwards sunken to form accommodating parts, and the accommodating parts are used for being matched with the edges of the first beam body and the second beam body;
accordingly, the first beam edge is shaped to fit the receiving portion and the second beam edge is shaped to fit the receiving portion.
4. Assembled high-speed railway platform cross line platform, its characterized in that, including removing support frame subassembly, footboard subassembly, remove the support frame subassembly and set up on the track between the adjacent platform, and can slide along the track under the external force promotes, the footboard subassembly is laid on removing the support frame subassembly, and the both ends of footboard subassembly are located adjacent platform subaerial respectively.
5. The modular high-speed rail platform according to claim 4, wherein the movable support frame assembly comprises a first support frame, a second support frame, and a rail fixing assembly, the rail connecting assembly is disposed at the bottom of the first support frame, and the second support frame is disposed at one side of the first support frame.
6. The modular high-speed rail platform straddle platform of claim 5, wherein the first support frame comprises first support frame units connected end-to-end; the adjacent first support frame body units are fixed through connecting beams;
the first support frame body unit comprises two groups of first cross beams and two groups of first vertical beams, and the first vertical beams are arranged on two sides of the first cross beams.
7. The modular high-speed rail platform straddle platform according to claim 5, wherein the second support frame comprises second support frame units connected end to end; the adjacent second support frame body units are fixed through the connecting beams;
the second support frame body unit comprises a group of second cross beams, a group of second vertical beams and a group of second oblique beams, and the second cross beams, the second vertical beams and the second oblique beams are connected end to form a triangular structure.
8. The modular high-speed rail platform crossing platform according to claim 5, wherein the second supporting frame unit comprises a set of second beams and a set of second inclined beams, the second beams are horizontally arranged, one ends of the second beams are suspended, the other ends of the second beams are fixedly connected with the upper parts of the first vertical beams of the first supporting frame bodies, one ends of the second inclined beams are fixedly connected with the suspended ends of the second beams, the other ends of the second inclined beams are fixed with the lower parts of the first vertical beams, and the second beams, the second inclined beams and the first vertical beams form a triangular structure.
9. The modular high-speed rail station platform according to claim 5, 7 or 8, wherein the second support frames are symmetrically disposed on both sides of the first support frame.
10. The platform of claim 5, wherein the rail fixing component comprises a flat plate and two sets of vertical plates disposed on two sides of the flat plate, the flat plate and two sets of vertical plates are disposed on the rail, movable support plates are disposed on inner sides of the vertical plates through bolts, an insulating rubber plate is disposed on one side of each movable support plate close to the rail, and the insulating rubber plate is also fixed to the bottom of the flat plate, so that a three-sided insulating structure connected with the rail is formed.
CN202220207468.8U 2022-01-25 2022-01-25 Assembled high-speed railway platform cross-line platform Active CN216734252U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220207468.8U CN216734252U (en) 2022-01-25 2022-01-25 Assembled high-speed railway platform cross-line platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220207468.8U CN216734252U (en) 2022-01-25 2022-01-25 Assembled high-speed railway platform cross-line platform

Publications (1)

Publication Number Publication Date
CN216734252U true CN216734252U (en) 2022-06-14

Family

ID=81916406

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220207468.8U Active CN216734252U (en) 2022-01-25 2022-01-25 Assembled high-speed railway platform cross-line platform

Country Status (1)

Country Link
CN (1) CN216734252U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114435409A (en) * 2022-01-25 2022-05-06 北京易盛通达工程技术有限公司 Assembled high-speed railway platform cross-line platform

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114435409A (en) * 2022-01-25 2022-05-06 北京易盛通达工程技术有限公司 Assembled high-speed railway platform cross-line platform

Similar Documents

Publication Publication Date Title
CN216734252U (en) Assembled high-speed railway platform cross-line platform
CN202322136U (en) Device for moving steel structure
KR101234090B1 (en) Method for changing girder of railway plate girder bridge
CN114435409A (en) Assembled high-speed railway platform cross-line platform
CN202369333U (en) Wall mounting elevator
CN216474543U (en) Stay cable crane for offshore cable-stayed bridge construction
CN110281974A (en) A kind of straddle-type monorail parallel-moving type bogie derailing girder system system and assembly and disassembly methods
KR101024784B1 (en) Rotary bridge plate mounting method and mounting device using moving cart and rotating plate
CN105603882B (en) A construction method and structure for closing the mid-span of catenary non-stop continuous beam
CN210064960U (en) Bridge crane crossing over rail
CN207862785U (en) A kind of mobile platform for trestle construction
CN106049295B (en) The carrying mechanism used during mobile formwork via
CN101139813A (en) A kind of steel truss of under-supported bridge
CN212738100U (en) Bogie for transferring subway
CN219450483U (en) Construction device for bridge detection, maintenance and reinforcement
CN212153148U (en) Bridge reinforcing device for municipal bridge engineering
CN210591927U (en) Straddle type monorail rotary bogie derailment beam system
CN210554867U (en) Straddle type monorail translation bogie derailment beam system
CN210234958U (en) Carrying trolley for high-speed railway construction
CN113697680A (en) Crane and beam replacing machine
CN218698525U (en) Mobile lifting platform for vehicle inspection
CN221940063U (en) A subway maintenance lifting device
CN216893560U (en) Conveyer on complex steel structure bridge
CN211281136U (en) Material handling equipment for bridge road
CN204570397U (en) D type just beam transports chassis

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20241126

Address after: 110000 yong'anqiao village, Ma Sanjia Town, Yuhong District, Shenyang City, Liaoning Province

Patentee after: Yisheng Tongda Engineering Technology (Liaoning) Co.,Ltd.

Country or region after: China

Address before: 101300 yard 55 Shunren Road, Shunyi District, Beijing

Patentee before: Beijing Yisheng Tongda Engineering Technology Co.,Ltd.

Country or region before: China