CN204222576U - Large-scale underground trackless vehicle swing crane span structure - Google Patents
Large-scale underground trackless vehicle swing crane span structure Download PDFInfo
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- CN204222576U CN204222576U CN201420683220.4U CN201420683220U CN204222576U CN 204222576 U CN204222576 U CN 204222576U CN 201420683220 U CN201420683220 U CN 201420683220U CN 204222576 U CN204222576 U CN 204222576U
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- 238000010276 construction Methods 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及一种矿山的铲装与运输设备,尤其涉及一种大型地下无轨车辆摆动桥架。The utility model relates to a mining shovel loading and transporting equipment, in particular to a large-scale underground trackless vehicle swing bridge frame.
背景技术Background technique
地下金属矿山的矿山的铲装与运输设备行驶在地下矿山的坑洼路面,颠簸严重。为了保障地下无轨车辆的轮胎不悬空,保证有足够的牵引力,需采用摆动桥架,使车辆的一个驱动桥与车体之间可以横向摆动,使轮胎一直与地面接触。The shoveling and transportation equipment of underground metal mines are driving on the potholed roads of underground mines, and the bumps are severe. In order to ensure that the tires of the underground trackless vehicle are not suspended in the air and have sufficient traction, a swing bridge frame is required to allow a drive axle of the vehicle to swing laterally with the vehicle body so that the tires are always in contact with the ground.
现有技术中,类似的同类专利:申请号201020617048.4的《摆动架》和申请号201120200552.9的《一种铲运机新型摆动架》受力情况较差、使用寿命较短。In the prior art, similar patents of the same type: "Swing Frame" with application number 201020617048.4 and "A New Type Swing Frame for Scraper" with application number 201120200552.9 have poor stress and short service life.
实用新型内容Utility model content
本实用新型的目的是提供一种结构简单、受力均匀、使用寿命长的大型地下无轨车辆摆动桥架。The purpose of the utility model is to provide a large-scale underground trackless vehicle swing bridge frame with simple structure, uniform force and long service life.
本实用新型的目的是通过以下技术方案实现的:The purpose of this utility model is achieved by the following technical solutions:
本实用新型的大型地下无轨车辆摆动桥架,包括上摆动桥架和下摆动桥架,所述上摆动桥架和下摆动桥架的两端分别通过关节轴承及轴铰接,且其中至少一端的轴上在所述上摆动桥架与下摆动桥架之间设有推力关节轴承;The large-scale underground trackless vehicle swing bridge of the present utility model comprises an upper swing bridge and a lower swing bridge. There is a thrust joint bearing between the upper swing bridge and the lower swing bridge;
所述上摆动桥架与无轨车辆的车体固定,所述下摆动桥架骑在驱动桥上面把驱动桥包围起来,并通过螺栓与驱动桥连接。The upper swing bridge is fixed to the car body of the trackless vehicle, and the lower swing bridge rides on the driving axle to surround the driving axle and is connected with the driving axle by bolts.
由上述本实用新型提供的技术方案可以看出,本实用新型实施例提供的大型地下无轨车辆摆动桥架,遇到路面不平的时候,上下摆动桥架通过轴和关节轴承实现横向的摆动,从而使前后驱动桥都能顺利与地面接触,提供足够的牵引力;地下无轨车辆行驶过程中的牵引力从下摆动桥架通过推力关节轴承传递到上摆动桥架,到达车体,结构简单、受力均匀、使用寿命长。It can be seen from the above-mentioned technical solution provided by the utility model that when the large-scale underground trackless vehicle swing bridge frame provided by the embodiment of the utility model encounters uneven road surface, the vertical swing bridge frame realizes lateral swing through the shaft and the joint bearing, so that the front and rear The drive axle can smoothly contact the ground and provide sufficient traction; the traction force of the underground trackless vehicle is transmitted from the lower swing bridge frame through the thrust joint bearing to the upper swing bridge frame to reach the car body, with simple structure, uniform force and long service life. .
附图说明Description of drawings
图1为本实用新型实施例提供的大型地下无轨车辆摆动桥架的总体结构示意图;Fig. 1 is the overall structure schematic diagram of the large-scale underground trackless vehicle swing bridge that the utility model embodiment provides;
图2为本实用新型实施例提供的大型地下无轨车辆摆动桥架的剖视结构示意图;Fig. 2 is the schematic cross-sectional structure diagram of the large-scale underground trackless vehicle swing bridge provided by the embodiment of the present invention;
图3为本实用新型实施例中上摆动桥架的结构示意图;Fig. 3 is a schematic structural view of the upper swing bridge in the embodiment of the utility model;
图4为本实用新型实施例中下摆动桥架的结构示意图;Fig. 4 is a schematic structural view of the lower swing bridge in the embodiment of the present invention;
图5为本实用新型实施例中下板的结构示意图。Fig. 5 is a schematic diagram of the structure of the lower plate in the embodiment of the present invention.
1.上摆动桥架;2.下摆动桥架;3.下板;4.推力关节轴承;5.第一轴;6.关节轴承;7.第二轴。1. Upper swing bridge; 2. Lower swing bridge; 3. Lower plate; 4. Thrust joint bearing; 5. First shaft; 6. Joint bearing; 7. Second shaft.
具体实施方式Detailed ways
下面将对本实用新型实施例作进一步地详细描述。The embodiments of the present utility model will be further described in detail below.
本实用新型的大型地下无轨车辆摆动桥架,其较佳的具体实施方式是:The preferred embodiment of the large-scale underground trackless vehicle swing bridge of the present utility model is:
包括上摆动桥架和下摆动桥架,所述上摆动桥架和下摆动桥架的两端分别通过关节轴承及轴铰接,且其中至少一端的轴上在所述上摆动桥架与下摆动桥架之间设有推力关节轴承;It includes an upper swing bridge and a lower swing bridge, the two ends of the upper swing bridge and the lower swing bridge are respectively hinged through joint bearings and shafts, and at least one end of the shaft is provided between the upper swing bridge and the lower swing bridge. Thrust joint bearing;
所述上摆动桥架与无轨车辆的车体固定,所述下摆动桥架骑在驱动桥上面把驱动桥包围起来,并通过螺栓与驱动桥连接。The upper swing bridge is fixed to the car body of the trackless vehicle, and the lower swing bridge rides on the driving axle to surround the driving axle and is connected with the driving axle by bolts.
所述下摆动桥架的下部固定有下板,所述下板通过螺栓与驱动桥连接。The lower part of the lower swing bridge frame is fixed with a lower plate, and the lower plate is connected with the drive axle through bolts.
所述轴的两端均支撑在所述下摆动桥架上,所述关节轴承设于轴的中部,所述上摆动桥架支撑在所述关节轴承上。Both ends of the shaft are supported on the lower swing bridge, the joint bearing is arranged in the middle of the shaft, and the upper swing bridge is supported on the joint bearing.
所述关节轴承设有封闭结构。The joint bearing is provided with a closed structure.
具体实施例:Specific examples:
如图1至图5所示,包括上摆动桥架1、下摆动桥架2,这两部分通过关节轴承6和轴5、7实现连接。As shown in FIGS. 1 to 5 , it includes an upper swing bridge 1 and a lower swing bridge 2 , and the two parts are connected through joint bearings 6 and shafts 5 and 7 .
实现地下无轨车辆横向摆动的原理:The principle of realizing the lateral swing of underground trackless vehicles:
上摆动桥架1与无轨车辆的车体焊接;下摆动桥架2及下板3骑在驱动桥上面,并且把驱动桥包围起来,并通过用螺栓和驱动桥连接。遇到路面不平的时候,上下摆动桥架通过轴和关节轴承实现横向的摆动,从而使前后驱动桥都能顺利与地面接触,提供足够的牵引力。地下无轨车辆行驶过程中的牵引力,从下摆动桥架通过推力关节轴承4,再传递到上摆动桥架,到达车体。The upper swing bridge 1 is welded with the body of the trackless vehicle; the lower swing bridge 2 and the lower plate 3 ride on the driving axle, surround the driving axle, and connect with the driving axle by bolts. When the road surface is uneven, the up and down swing bridge realizes lateral swing through the shaft and joint bearings, so that the front and rear drive axles can smoothly contact the ground and provide sufficient traction. The traction force during the running of the underground trackless vehicle is transmitted from the lower swing bridge frame through the thrust joint bearing 4 to the upper swing bridge frame to reach the car body.
区别其它摆动桥架的特点:Distinguishing features of other swing bridges:
1、结构受力情况好。以往的摆动桥架,采用悬壁梁结构来连接上、下两个摆动结构,即受力的轴只有一端得到支撑,受力情况不好。本实用新型的特点之一在于,轴的两端均得到支撑,受力情况大为改善。1. The structure is well stressed. In the past swinging bridge, the cantilever beam structure is used to connect the upper and lower swinging structures, that is, only one end of the stressed shaft is supported, and the force is not good. One of the characteristics of the utility model is that both ends of the shaft are supported, and the stress situation is greatly improved.
2、使用带封闭结构的关节轴承6,防止地下矿山的泥水进入轴承内部而导致轴承损坏和寿命减少。结构的使用寿命大为增加。2. Use the spherical plain bearing 6 with a closed structure to prevent muddy water from underground mines from entering the bearing and cause damage to the bearing and shorten the life of the bearing. The service life of the structure is greatly increased.
3、采用了推力关节轴承4,承担了轴向的牵引力。在大型地下无轨设备中牵引力很大,增加推力关节轴承,避免了关节轴承或者其它结构所采用的圆锥轴承在轴向力过大的情况下造成轴承的破坏或寿命减少。3. Thrust joint bearing 4 is adopted to bear the axial traction force. In large-scale underground trackless equipment, the traction force is very large, and the thrust joint bearing is added to avoid damage to the bearing or shorten the life of the tapered bearing used in the joint bearing or other structures when the axial force is too large.
以上所述,仅为本实用新型较佳的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型披露的技术范围内,可轻易想到的变化或替换,都应涵盖在本实用新型的保护范围之内。因此,本实用新型的保护范围应该以权利要求书的保护范围为准。The above is only a preferred embodiment of the utility model, but the scope of protection of the utility model is not limited thereto, and any person familiar with the technical field can easily think of All changes or replacements should fall within the protection scope of the present utility model. Therefore, the protection scope of the present utility model should be based on the protection scope of the claims.
Claims (4)
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CN201420683220.4U CN204222576U (en) | 2014-11-14 | 2014-11-14 | Large-scale underground trackless vehicle swing crane span structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN116475862A (en) * | 2023-05-15 | 2023-07-25 | 山东大众机械制造股份有限公司 | Swing frame and processing equipment |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN116475862A (en) * | 2023-05-15 | 2023-07-25 | 山东大众机械制造股份有限公司 | Swing frame and processing equipment |
CN116475862B (en) * | 2023-05-15 | 2023-09-15 | 山东大众机械制造股份有限公司 | Swing frame and processing equipment |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder |
Address after: 100044, 1 West Hing Street, Beijing, Xicheng District Co-patentee after: BGRIMM MACHINERY & AUTOMATION TECHNOLOGY Co.,Ltd. Patentee after: Mining and Metallurgical Technology Group Co.,Ltd. Address before: 100044, 1 West Hing Street, Beijing, Xicheng District Co-patentee before: BGRIMM MACHINERY & AUTOMATION TECHNOLOGY Co.,Ltd. Patentee before: Bgrimm Technology Group |
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CP01 | Change in the name or title of a patent holder | ||
CP03 | Change of name, title or address |
Address after: 100044, 1 West Hing Street, Beijing, Xicheng District Co-patentee after: BGRIMM MACHINERY & AUTOMATION TECHNOLOGY Co.,Ltd. Patentee after: Bgrimm Technology Group Address before: 100160 Beijing City, South West Fourth Ring Road, Fengtai District, No. 188 headquarters base area, building eighteen, No. 23 Co-patentee before: BGRIMM MACHINERY & AUTOMATION TECHNOLOGY Co.,Ltd. Patentee before: Beijing General Research Institute of Mining and Metallurgy |
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CP03 | Change of name, title or address | ||
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Effective date of registration: 20200527 Address after: No.23, 18th District, No.188, nansihuan West Road, Fengtai District, Beijing 100160 Patentee after: BGRIMM MACHINERY & AUTOMATION TECHNOLOGY Co.,Ltd. Address before: 100044, 1 West Hing Street, Beijing, Xicheng District Co-patentee before: BGRIMM MACHINERY & AUTOMATION TECHNOLOGY Co.,Ltd. Patentee before: Mining and Metallurgical Technology Group Co.,Ltd. |
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CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150325 |
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CF01 | Termination of patent right due to non-payment of annual fee |