CN116397467A - A lateral limit type vibration damping fastener system and its installation method - Google Patents
A lateral limit type vibration damping fastener system and its installation method Download PDFInfo
- Publication number
- CN116397467A CN116397467A CN202310372142.XA CN202310372142A CN116397467A CN 116397467 A CN116397467 A CN 116397467A CN 202310372142 A CN202310372142 A CN 202310372142A CN 116397467 A CN116397467 A CN 116397467A
- Authority
- CN
- China
- Prior art keywords
- base plate
- backing plate
- boss
- iron base
- limit
- 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.)
- Pending
Links
- 238000013016 damping Methods 0.000 title claims abstract description 44
- 238000009434 installation Methods 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 title claims abstract description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 216
- 229910052742 iron Inorganic materials 0.000 claims abstract description 108
- 241001669679 Eleotris Species 0.000 claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 239000006096 absorbing agent Substances 0.000 claims description 26
- 230000035939 shock Effects 0.000 claims description 26
- 238000012423 maintenance Methods 0.000 abstract description 4
- 239000007853 buffer solution Substances 0.000 abstract 3
- 238000010586 diagram Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 125000006850 spacer group Chemical group 0.000 description 2
- WYTGDNHDOZPMIW-RCBQFDQVSA-N alstonine Natural products C1=CC2=C3C=CC=CC3=NC2=C2N1C[C@H]1[C@H](C)OC=C(C(=O)OC)[C@H]1C2 WYTGDNHDOZPMIW-RCBQFDQVSA-N 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
- E01B19/003—Means for reducing the development or propagation of noise
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/02—Fastening rails, tie-plates, or chairs directly on sleepers or foundations; Means therefor
- E01B9/28—Fastening on wooden or concrete sleepers or on masonry with clamp members
- E01B9/30—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips
- E01B9/303—Fastening on wooden or concrete sleepers or on masonry with clamp members by resilient steel clips the clip being a shaped bar
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Railway Tracks (AREA)
Abstract
Description
技术领域technical field
本发明涉及一种横向限位式减振扣件系统及其安装方法。The invention relates to a transverse position-limiting vibration-damping fastener system and an installation method thereof.
背景技术Background technique
轨道交通给人们出行带来了极大便利,但其产生的噪声和振动问题也给周边居民的生活带来极大困扰。因此减振降噪也成为轨道交通建设过程中急需解决的问题,采用减振扣件是缓解轨道振动和噪声的有效措施之一。Rail transit has brought great convenience to people's travel, but its noise and vibration problems have also brought great troubles to the lives of surrounding residents. Therefore, vibration reduction and noise reduction has become an urgent problem in the construction of rail transit. The use of vibration reduction fasteners is one of the effective measures to alleviate rail vibration and noise.
目前市面上常用的双层减振扣件多采用弹性垫板来降低扣件的垂向刚度,使扣件具有一定的减振效果。但扣件系统在降低垂向刚度的同时也减弱了横向强度,导致列车通过时动态轨距增大,车轮蛇形运动,影响行车安全,同时也容易引起钢轨波磨,大大增加运行维护工作量。At present, the commonly used double-layer vibration-damping fasteners on the market mostly use elastic backing plates to reduce the vertical stiffness of the fasteners, so that the fasteners have a certain vibration-damping effect. However, while the fastener system reduces the vertical stiffness, it also weakens the lateral strength, which leads to the increase of the dynamic gauge when the train passes, and the serpentine movement of the wheels, which affects the driving safety. At the same time, it is easy to cause rail corrugation and greatly increases the workload of operation and maintenance. .
发明内容Contents of the invention
为了克服现有技术的上述缺点,本发明提出了一种横向限位式减振扣件系统及其安装方法,使扣件在具有较低垂向刚度的同时具有较高的横向刚度,可有效降低运行过程中的噪声及钢轨磨损。In order to overcome the above-mentioned shortcomings of the prior art, the present invention proposes a laterally limited vibration-absorbing fastener system and its installation method, so that the fastener has a relatively high lateral rigidity while having a relatively low vertical rigidity, which can effectively Reduce noise and rail wear during operation.
本发明解决其技术问题所采用的技术方案是:一种横向限位式减振扣件系统,包括轨枕和在轨枕内设置的预埋套管,在轨枕上铺设绝缘缓冲垫板,在绝缘缓冲垫板上铺设由上铁垫板、中间减振垫板、下铁垫板和限位块通过连接套连接为一体形成的减振器组件,在减振器组件上安放调距扣件,锚固螺栓穿过弹簧垫圈、调距扣板、减振器组件和绝缘缓冲垫板与预埋套管连接,在上铁垫板上铺设轨下垫板,在轨下垫板上铺设钢轨,在钢轨两侧安装绝缘轨距块,通过弹条将钢轨扣压在上铁垫板上。The technical solution adopted by the present invention to solve its technical problems is: a laterally limited vibration-damping fastener system, including a sleeper and a pre-embedded bushing arranged in the sleeper, an insulating buffer pad is laid on the sleeper, and an insulating buffer Lay the shock absorber assembly formed by connecting the upper iron backing plate, the middle damping backing plate, the lower iron backing plate and the limit block through the connecting sleeve on the backing plate, and place the adjustable distance fastener on the shock absorber assembly, and anchor The bolts pass through the spring washer, distance adjustment buckle plate, shock absorber assembly and insulating buffer plate to connect with the embedded casing, lay the under-rail plate on the upper iron plate, lay the steel rail on the under-rail plate, and Insulating gauge blocks are installed on both sides, and the rail is buckled and pressed on the upper iron backing plate through elastic strips.
本发明还提供了一种横向限位式减振扣件系统的安装方法,包括如下步骤:The present invention also provides a method for installing a laterally limited vibration-damping fastener system, which includes the following steps:
步骤一、组装减振器组件:
(1)将限位块放置于下铁垫板的挡肩处,使限位块的斜侧面与下铁垫板挡肩内侧面贴合,限位块的凸台卡在下铁垫板挡肩顶面的两个挡块中间;(1) Place the limit block on the shoulder of the lower iron backing plate, make the inclined side of the limit block fit the inner side of the shoulder of the lower iron backing plate, and the boss of the limit block is stuck on the shoulder of the lower iron backing plate Between the two stoppers on the top surface;
(2)将中间减振垫板放置于下铁垫板上,使中间减振垫板的小孔内壁刚好穿过下铁垫板的限位柱;(2) Place the middle damping backing plate on the lower iron backing plate, so that the inner wall of the small hole of the middle damping backing plate just passes through the limit column of the lower iron backing plate;
(3)将上铁垫板放置于中间减振垫板上,使上铁垫板的通孔穿过下铁垫板的限位柱,并使上铁垫板弹条安装座的侧面与限位块侧面贴合;(3) Place the upper iron backing plate on the middle damping backing plate, make the through hole of the upper iron backing plate pass through the limit column of the lower iron backing plate, and make the side of the upper iron backing Block side fit;
(4)将连接套的内孔壁锁柱台对准下铁垫板限位柱上凸台的平直边,然后将连接套穿过限位柱,使连接套的法兰台底面与上铁垫板顶面接触;给上铁垫板一个垂直向下的力使中间减振垫板处于压缩状态,然后将连接套旋转90°后卸载加载到上铁垫板上的力,此时连接套的锁柱台上表面与下铁垫板限位柱上凸台的下表面接触,连接套法兰台底面与上铁垫板圆凸台顶面接触,连接套内孔壁贴合限位柱外壁,连接套外圆壁贴合上铁垫板通孔内壁;(4) Align the inner hole wall of the connecting sleeve with the straight edge of the upper boss on the limit post of the lower iron backing plate, and then pass the connecting sleeve through the limit post so that the bottom surface of the flange platform of the connecting sleeve is aligned with the upper iron pad The top surface of the plate is in contact; a vertical downward force is given to the upper iron backing plate to make the middle damping backing plate in a compressed state, and then the connection sleeve is rotated 90° to unload the force loaded on the upper iron backing plate. At this time, the connection sleeve The upper surface of the lock column platform is in contact with the lower surface of the upper boss of the lower iron backing plate, the bottom surface of the connecting sleeve flange is in contact with the top surface of the upper iron backing plate, and the inner hole wall of the connecting sleeve fits the outer wall of the limiting column , the outer circular wall of the connecting sleeve fits the inner wall of the through hole of the upper iron backing plate;
步骤二、将绝缘缓冲垫板铺设于轨枕上,将步骤一组装好的减振器组件铺设于绝缘缓冲垫板上,并使下铁垫板的长圆孔中心对准轨枕内的预埋套管;
步骤三、将调距扣件安放于减振器组件上,使调距扣板的齿形与限位柱上的齿形啮合,并让调距扣板的限位凸台放置于连接套及限位柱上设置的限位槽内;
步骤四、将锚固螺栓戴上弹簧垫圈穿过调距扣件、减振器组件和和绝缘缓冲垫板,拧入到轨枕的预埋套管内;
步骤五、将轨下垫板铺设于减振器组件的上铁垫板上,将钢轨铺设于轨下垫板上,在钢轨两侧安装绝缘轨距块,最后使用弹条将钢轨扣压在上铁垫板上。
与现有技术相比,本发明的积极效果是:Compared with prior art, positive effect of the present invention is:
本发明提供了一种低垂向刚度、高横向刚度的减振扣件,扣件可通过轨下垫板和中间减振垫板双层减振作用有效减少钢轨振动和噪声;通过限位块与连接套将上铁垫板、中间减振垫板、下铁垫板连接为一体,方便扣件的安装与维护,同时采用限位块与连接套的双重限位使上铁垫板与下铁垫板之间仅可以垂向移动,保证了扣件系统的横向稳定性。具体优点如下:The invention provides a vibration-damping fastener with low vertical stiffness and high lateral stiffness. The fastener can effectively reduce rail vibration and noise through the double-layer damping effect of the under-rail backing plate and the middle vibration-damping backing plate; The upper iron backing plate, the middle damping backing plate and the lower iron backing plate are connected together with the connecting sleeve, which is convenient for the installation and maintenance of the fasteners. The iron backing plates can only move vertically, which ensures the lateral stability of the fastener system. The specific advantages are as follows:
(1)扣件系统通过轨下垫板和中间减振垫板能实现较低的垂向刚度,有良好的减振效果;扣件系统下铁垫板通过锚固螺栓固定于轨枕上,上铁垫板与下铁垫板间通过连接套与限位块实现水平方向的限位,扣件系统有足够大的横向刚度。(1) The fastening system can achieve low vertical stiffness and good vibration damping effect through the under-rail backing plate and the middle damping backing plate; the lower iron backing plate of the fastening system is fixed on the sleeper through anchor bolts, and the upper iron Between the backing plate and the lower iron backing plate, the horizontal limit is realized through the connecting sleeve and the limit block, and the fastener system has sufficient lateral rigidity.
(2)上铁垫板、中间减振垫板、下铁垫板通过连接套、限位块组装为一体,形成减振器,减少了施工现场零部件数量,便于扣件系统现场安装。(2) The upper iron backing plate, the middle damping backing plate, and the lower iron backing plate are assembled into one through the connecting sleeve and the limit block to form a shock absorber, which reduces the number of parts on the construction site and facilitates the on-site installation of the fastener system.
(3)扣件系统用轨下垫板、绝缘轨距块、弹条等零件均与线路普通扣件一致,通用性较强,有利于现场的安装维护。(3) The under-rail backing plate, insulating gauge block, elastic strip and other parts used in the fastener system are all consistent with the ordinary fasteners of the line, which has strong versatility and is conducive to on-site installation and maintenance.
附图说明Description of drawings
本发明将通过例子并参照附图的方式说明,其中:The invention will be illustrated by way of example with reference to the accompanying drawings, in which:
图1为本发明总体结构局部剖视图;Fig. 1 is a partial sectional view of the overall structure of the present invention;
图2为本发明总体结构俯视图;Fig. 2 is a top view of the overall structure of the present invention;
图3为减振器组件局部剖视图;Figure 3 is a partial sectional view of the shock absorber assembly;
图4为减振器组件示意图;Fig. 4 is a schematic diagram of the shock absorber assembly;
图5为下铁垫板示意图;Figure 5 is a schematic diagram of the lower iron backing plate;
图6为上铁垫板示意图;Fig. 6 is a schematic diagram of an upper iron backing plate;
图7为中间减振垫板示意图;Fig. 7 is a schematic diagram of the middle damping backing plate;
图8为连接套示意图;Figure 8 is a schematic diagram of the connecting sleeve;
图9为限位块示意图;Fig. 9 is a schematic diagram of a limit block;
图10为调距扣板示意图;Fig. 10 is a schematic diagram of the adjustable distance buckle;
图中主要附图标记包括:钢轨1、弹条2、绝缘轨距块3、轨下垫板4、上铁垫板5、限位块6、中间减振垫板7、下铁垫板8、绝缘缓冲垫板9、锚固螺栓10、弹簧垫圈11、调距扣板12、连接套13、预埋套管14、轨枕15。The main reference signs in the figure include:
具体实施方式Detailed ways
如图1和图2所示,本发明的横向限位式减振扣件包括轨枕15和在轨枕内设置的预埋套管14,锚固螺栓10穿过弹簧垫圈11、调距扣板12、下铁垫板8和绝缘缓冲垫板9与预埋套管14连接。下铁垫板8上依次设置中间减振垫板7和上铁垫板5,通过连接套13将下铁垫板8、中间减振垫板7、上铁垫板5和限位块6连接为一个整体,形成减振器。钢轨1下铺设轨下垫板4,两侧安装绝缘轨距块3,通过弹条2将钢轨扣压在上铁垫板5上。As shown in Fig. 1 and Fig. 2, the transverse limit type damping fastener of the present invention comprises a
如图5所示,下铁垫板8上设置有限位柱801,限位柱包括下凸台8011、中间凸台8012、上凸台8013,凸台均为圆柱体,上凸台设有平直边8016,上凸台上表面设置有齿形8015及限位槽8014。下铁垫板两侧还设置有挡肩802,挡肩顶面设置有向内延伸的挡块8021,两个挡块8021之间形成卡口8022。As shown in Figure 5, a
如图6所示,上铁垫板5上设置有通孔501,通孔周边设置有圆凸台502,上铁垫板5上设置有弹条安装座503。As shown in FIG. 6 , the upper
如图7所示,中间减振垫板7上设置有台阶孔,其小孔内壁701可刚好穿过下铁垫板限位柱801,与下凸台8011外壁配合,其大孔内壁702与连接套外壁1301配合。As shown in Figure 7, the middle
如图8所示,连接套13为空心圆柱体,其内孔1302上设置有两个对称的锁柱台1303,两锁住台1303的间距可刚好能通过下铁垫板限位柱上凸台的平直边8016,连接套外圆壁1301刚好能通过上铁垫板的通孔501。连接套上表面设置有法兰盘1305及限位槽1304。As shown in Figure 8, the connecting
如图9所示,限位块6顶面设置有凸台601,凸台601卡入下铁垫板挡肩的卡口8022中,与下铁垫板挡肩顶面的两个挡块8021配合,可防止限位块沿钢轨方向窜动,减振器安装时限位块斜侧面602与下铁垫板挡肩内侧面8023贴合,另一侧面603与上铁垫板5上设置的弹条安装座503的侧面5031贴合。As shown in Figure 9, the top surface of the
上述下铁垫板8、中间减振垫板7、上铁垫板5、连接套13、限位块6可组合为一体,形成减振器组件,如图3和图4所示。安装方法为:将限位块6放置于下铁垫板8的挡肩802处,使限位块的斜侧面602与下铁垫板挡肩内侧面8023贴合,限位块的凸台601刚好卡在下铁垫板挡肩顶面的挡块8021中间。将中间减振垫板7放置于下铁垫板8上,中间减振垫板7的小孔内壁701可刚好穿过下铁垫板限位柱801,可防止中间减振垫板7在水平方向窜动。上铁垫板5放置于中间减振垫板7上,上铁垫板的通孔501穿过下铁垫板的限位柱801,并使上铁垫板弹条安装座的侧面5031与限位块侧面603贴合。将连接套13上内孔壁锁柱台1303对准下铁垫板限位柱上凸台的平直边8016,然后将连接套13穿过限位立柱801,使连接套的法兰台1305底面与上铁垫板5顶面接触。给上铁垫板5一个垂直向下的力使中间减振垫板7处于压缩状态,再将连接套13旋转90°后卸载加载到上铁垫板5上的力。这时连接套的锁柱台1303上表面与下铁垫板限位柱上凸台8013的下表面接触,连接套法兰台1305底面与上铁垫板圆凸台502顶面接触,连接套内孔壁1302贴合限位柱801外壁,连接套外圆壁1301贴合上铁垫板通孔501内壁。这样上铁垫板5、中间减振垫板7、下铁垫板8、限位块6就通过连接套13连接为一体,限位块6和连接套13可防止上铁垫板5与下铁垫板8水平方向移动,增强了减振器的横向刚度。The lower
如图10所示,调距扣板12设置圆孔1201,圆孔周边设置齿形1202,调距扣板上的齿形1202可与下铁垫板限位柱上的齿形8015啮合,下铁垫板限位柱801的长圆孔可用于钢轨轨距的调整,设置齿形可提高扣件系统的抗横向载荷能力。调距扣板设置有限位凸台1203,扣件安装时限位凸台与连接套限位槽1304及下铁垫板限位柱上的限位槽8014配合,可有效防止连接套转动,保证减振器不松退。As shown in Figure 10, the distance-adjusting
扣件系统安装方法:将绝缘缓冲垫板9铺设于轨枕15上,将减振器组件铺设于绝缘缓冲垫板9上,并使下铁垫板8的长孔中心对准轨枕内的预埋套管14;将调距扣件12安放于减振器组件上,使调距扣板的齿形与限位立柱上的齿形啮合,并让调距扣板的限位凸台1203放置于连接套13的限位槽1304及限位柱801的限位槽8014内;将锚固螺栓10戴上弹簧垫圈11穿过调距扣件及减振器组件的孔,拧入到轨枕的预埋套管内。然后将轨下垫板4铺设于减振器组件上,将钢轨1铺设于轨下垫板4上,钢轨两侧安装绝缘轨距块3;最后使用弹条将钢轨固定于减振器组件上。Fastener system installation method: Lay the insulating
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310372142.XA CN116397467A (en) | 2023-04-10 | 2023-04-10 | A lateral limit type vibration damping fastener system and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310372142.XA CN116397467A (en) | 2023-04-10 | 2023-04-10 | A lateral limit type vibration damping fastener system and its installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116397467A true CN116397467A (en) | 2023-07-07 |
Family
ID=87015569
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310372142.XA Pending CN116397467A (en) | 2023-04-10 | 2023-04-10 | A lateral limit type vibration damping fastener system and its installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116397467A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118958061A (en) * | 2024-09-30 | 2024-11-15 | 湖南九域同创高分子新材料有限责任公司 | A rail vibration reduction fastener and its assembly method and application |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409227A (en) * | 2018-04-28 | 2019-11-05 | 洛阳双瑞橡塑科技有限公司 | A kind of low clearance track switch Damping fastening and preparation method thereof |
| CN110863394A (en) * | 2019-11-04 | 2020-03-06 | 洛阳科博思新材料科技有限公司 | Track damping fastener |
| CN214529977U (en) * | 2021-01-25 | 2021-10-29 | 中铁第四勘察设计院集团有限公司 | Vibration-damping fastener with shoulder |
| CN214694917U (en) * | 2020-12-09 | 2021-11-12 | 洛阳双瑞橡塑科技有限公司 | Stable in structure's double-deck damping fastener |
| CN113718565A (en) * | 2021-08-30 | 2021-11-30 | 中铁隆昌铁路器材有限公司 | Semi-separation type double-layer nonlinear vibration attenuation fastener |
| CN220166539U (en) * | 2023-04-10 | 2023-12-12 | 中铁隆昌铁路器材有限公司 | Transverse limiting type vibration reduction fastener system |
-
2023
- 2023-04-10 CN CN202310372142.XA patent/CN116397467A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409227A (en) * | 2018-04-28 | 2019-11-05 | 洛阳双瑞橡塑科技有限公司 | A kind of low clearance track switch Damping fastening and preparation method thereof |
| CN110863394A (en) * | 2019-11-04 | 2020-03-06 | 洛阳科博思新材料科技有限公司 | Track damping fastener |
| CN214694917U (en) * | 2020-12-09 | 2021-11-12 | 洛阳双瑞橡塑科技有限公司 | Stable in structure's double-deck damping fastener |
| CN214529977U (en) * | 2021-01-25 | 2021-10-29 | 中铁第四勘察设计院集团有限公司 | Vibration-damping fastener with shoulder |
| CN113718565A (en) * | 2021-08-30 | 2021-11-30 | 中铁隆昌铁路器材有限公司 | Semi-separation type double-layer nonlinear vibration attenuation fastener |
| CN220166539U (en) * | 2023-04-10 | 2023-12-12 | 中铁隆昌铁路器材有限公司 | Transverse limiting type vibration reduction fastener system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118958061A (en) * | 2024-09-30 | 2024-11-15 | 湖南九域同创高分子新材料有限责任公司 | A rail vibration reduction fastener and its assembly method and application |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113201980A (en) | Elastic damping compression type high-grade vibration-damping split fastener for urban rail transit | |
| CN105274909B (en) | Steel rail vibration reduction fastener | |
| AU2020481482A1 (en) | Boltless fastener system for heavy haul railways | |
| CN113718565A (en) | Semi-separation type double-layer nonlinear vibration attenuation fastener | |
| CN110373958A (en) | A kind of Damping fastening system | |
| CN216074543U (en) | Semi-separation type double-layer nonlinear vibration attenuation fastener | |
| CN115559160A (en) | Locking type compression type vibration damping fastener and mounting method thereof | |
| CN207468996U (en) | A kind of shoulder block formula Damping fastening | |
| CN107761482B (en) | Elastic sliding groove type vibration damping fastener suitable for inner line of subway vehicle section warehouse | |
| JP2001107301A (en) | Damping device for rail | |
| CN116397467A (en) | A lateral limit type vibration damping fastener system and its installation method | |
| CN207633146U (en) | One kind can administrative region of a city railway double-layer vibration damping fastener easy to disassemble | |
| CN220166539U (en) | Transverse limiting type vibration reduction fastener system | |
| CN110117922A (en) | A kind of shoulder block formula Damping fastening suitable for subway main track | |
| CN108265571B (en) | Vibration reduction fastener system | |
| CN205012161U (en) | Rail damping fastener | |
| CN210420730U (en) | Shoulder-blocking type vibration-damping fastener suitable for subway main line | |
| CN111304971A (en) | Double-deck damping fastener of low height | |
| CN215800708U (en) | Self-locking type turnout vibration reduction fastener | |
| CN203475244U (en) | Steel rail damping fastener | |
| CN110158375A (en) | A kind of switching regulator spring Double-layer elastic Damping fastening system | |
| CN115787370A (en) | Locking type compression type shock absorber assembly and mounting method thereof | |
| CN114941260A (en) | Iron seat fastener system suitable for urban railway and installation method thereof | |
| CN210561483U (en) | Track fastener matched with concrete sleeper with shoulder | |
| CN218596774U (en) | Locking type compression type shock absorber subassembly |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |