[go: up one dir, main page]

CN202809403U - Prestressed concrete switch tie, base plate and connector combination for No.7 switches - Google Patents

Prestressed concrete switch tie, base plate and connector combination for No.7 switches Download PDF

Info

Publication number
CN202809403U
CN202809403U CN201220346266.8U CN201220346266U CN202809403U CN 202809403 U CN202809403 U CN 202809403U CN 201220346266 U CN201220346266 U CN 201220346266U CN 202809403 U CN202809403 U CN 202809403U
Authority
CN
China
Prior art keywords
iron
screw
backing plate
top surface
cement
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.)
Expired - Fee Related
Application number
CN201220346266.8U
Other languages
Chinese (zh)
Inventor
邵春兰
管祖强
汤继阳
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.)
AN'SHAN STEEL BUILDING RAILWAY SPARE PART Co Ltd
Original Assignee
AN'SHAN STEEL BUILDING RAILWAY SPARE PART 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 AN'SHAN STEEL BUILDING RAILWAY SPARE PART Co Ltd filed Critical AN'SHAN STEEL BUILDING RAILWAY SPARE PART Co Ltd
Priority to CN201220346266.8U priority Critical patent/CN202809403U/en
Application granted granted Critical
Publication of CN202809403U publication Critical patent/CN202809403U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Landscapes

  • Railway Tracks (AREA)

Abstract

7#道岔预应力混凝土岔枕、垫板及连接件,包括水泥枕,其特征在于所述的水泥枕的顶面上铺设有铁垫板,水泥枕的顶面与铁垫板之间垫置有板下胶垫,铁垫板的顶面上铺设有铁轨,铁轨的底部压置有轨距块,轨距块的中心处设有螺孔,螺孔内穿设有螺丝,螺丝上装设有弹条,螺丝旋紧在一铁座上,铁座焊固在铁垫板上。本实用新型具有结构简单,使用寿命长,铁路不易变形,维修量小,节约资源等优点。

Figure 201220346266

7# Turnout prestressed concrete turnout sleepers, backing plates and connectors, including cement pillows, are characterized in that an iron backing plate is laid on the top surface of the cement sleeper, and an iron backing plate is placed between the top surface of the cement pillow and the iron backing plate. There is a rubber pad under the board, a rail is laid on the top surface of the iron pad, a gauge block is placed on the bottom of the rail, a screw hole is provided in the center of the gauge block, a screw is threaded in the screw hole, and a screw is installed on the screw. Elastic bar, the screw is tightened on an iron seat, and the iron seat is welded on the iron backing plate. The utility model has the advantages of simple structure, long service life, difficult deformation of the railway, small maintenance amount, resource saving and the like.

Figure 201220346266

Description

7#道岔预应力混凝土岔枕、垫板及连接件7# Turnout Prestressed Concrete Turnout Sleeper, Backing Plate and Connecting Parts

技术领域 technical field

本实用新型涉及铁路设备,特别是涉及7#道岔预应力混凝土岔枕、垫板及连接件。 The utility model relates to railway equipment, in particular to a 7# turnout prestressed concrete turnout sleeper, a backing plate and a connecting piece.

背景技术 Background technique

工矿冶金企业小号道岔较多,如6#、7#、9#及非标准的8#,其中7#道岔占主要地位,目前所有7#道岔均采用木枕道钉连接方式,其缺点主要有以下几方面,1、木枕易腐朽、使用寿命短、岔枕更换频繁;2、钢轨与木枕采用道钉连接不够稳定,铁路容易变形,维修量加大;3、木枕加工污染环境,破坏森林资源,不符合可持续发展观的要求;4、从长远计算,木枕大维修成本比较高。 There are many small turnouts in industrial, mining and metallurgical enterprises, such as 6#, 7#, 9# and non-standard 8#, among which 7# turnout occupies the main position. At present, all 7# turnouts are connected by wooden sleeper spikes. The main disadvantages are: The following aspects: 1. Wooden sleepers are easy to decay, have a short service life, and frequent replacement of switch sleepers; 2. The connection between rails and wooden sleepers is not stable enough with spikes, the railway is easy to deform, and the amount of maintenance increases; 3. The processing of wooden sleepers pollutes the environment and destroys forest resources. , does not meet the requirements of the concept of sustainable development; 4. In the long run, the maintenance cost of wooden sleepers is relatively high.

实用新型内容 Utility model content

本实用新型的目的就是为克服上述现有技术存在的缺陷和不足,而提供一种7#道岔预应力混凝土岔枕、垫板及连接件。 The purpose of the utility model is to overcome the defects and deficiencies in the above-mentioned prior art, and provide a 7# turnout prestressed concrete turnout sleeper, backing plate and connector.

采用的技术方案是: The technical solutions adopted are:

7#道岔预应力混凝土岔枕、垫板及连接件,包括水泥枕,其特征在于所述的水泥枕的顶面上铺设有铁垫板,水泥枕的顶面与铁垫板之间垫置有板下胶垫,铁垫板和板下胶垫通过螺栓固定在水泥枕上,铁垫板的顶面上铺设有铁轨,铁轨的底部压置有轨距块,轨距块的中心处设有螺孔,螺孔内穿设有螺丝,螺丝上装设有弹条,螺丝旋紧在一铁座上,铁座焊固在铁垫板上。 7# Turnout prestressed concrete turnout sleepers, backing plates and connectors, including cement pillows, are characterized in that an iron backing plate is laid on the top surface of the cement sleeper, and an iron backing plate is placed between the top surface of the cement pillow and the iron backing plate. There is a rubber pad under the board, the iron backing board and the rubber pad under the board are fixed on the cement sleeper by bolts, the rail is laid on the top surface of the iron backing board, the gauge block is placed on the bottom of the rail, and the center of the gauge block is set A screw hole, a screw is pierced in the screw hole, an elastic strip is arranged on the screw, the screw is tightened on an iron seat, and the iron seat is welded and fixed on the iron backing plate.

本实用新型具有结构简单,使用寿命长,铁路不易变形,维修量加小,节约资源等优点。 The utility model has the advantages of simple structure, long service life, difficult deformation of the railway, less maintenance, resource saving and the like.

附图说明 Description of drawings

图1是本实用新型的结构示意图。 Fig. 1 is a structural representation of the utility model.

具体实施方式 Detailed ways

7#道岔预应力混凝土岔枕、垫板及连接件,包括水泥枕1,水泥枕1的顶面上铺设有铁垫板2,水泥枕1的顶面与铁垫板2之间垫置有板下胶垫3,铁垫板2和板下胶垫3通过螺栓固定在水泥枕1上,铁垫板2的顶面上铺设有铁轨4,铁轨4的底部压置有轨距块5,轨距块的中心处设有螺孔,螺孔内穿设有螺丝6,螺丝6上装设有弹条7,螺丝6旋紧在一铁座8上,铁座8焊固在铁垫板2上。 7# turnout prestressed concrete turnout sleeper, backing plate and connecting parts, including cement pillow 1, iron backing plate 2 is laid on the top surface of cement pillow 1, and iron backing plate 2 is laid between the top surface of cement pillow 1 and iron backing plate 2 The under-board rubber pad 3, the iron backing plate 2 and the under-board rubber pad 3 are fixed on the cement pillow 1 by bolts, the iron backing plate 2 is laid with a rail 4 on the top surface, and the bottom of the rail 4 is pressed with a gauge block 5, There is a screw hole in the center of the gauge block, and a screw 6 is pierced in the screw hole, and an elastic bar 7 is installed on the screw 6. The screw 6 is screwed tightly on an iron base 8, and the iron base 8 is welded and fixed on the iron backing plate 2. superior.

Claims (1)

1.7#道岔预应力混凝土岔枕、垫板及连接件,包括水泥枕,其特征在于所述的水泥枕的顶面上铺设有铁垫板,水泥枕的顶面与铁垫板之间垫置有板下胶垫,铁垫板和板下胶垫通过螺栓固定在水泥枕上,铁垫板的顶面上铺设有铁轨,铁轨的底部压置有轨距块,轨距块的中心处设有螺孔,螺孔内穿设有螺丝,螺丝上装设有弹条,螺丝旋紧在一铁座上,铁座焊固在铁垫板上。 1. 7# Turnout prestressed concrete turnout sleepers, backing plates and connectors, including cement pillows, are characterized in that an iron backing plate is laid on the top surface of the cement sleeper, and an iron backing plate is laid between the top surface of the cement pillow and the iron backing plate. There is a rubber pad under the board, the iron backing board and the rubber pad under the board are fixed on the cement sleeper by bolts, the rail is laid on the top surface of the iron backing board, the gauge block is placed on the bottom of the rail, and the center of the gauge block is set A screw hole, a screw is pierced in the screw hole, an elastic strip is arranged on the screw, the screw is tightened on an iron seat, and the iron seat is welded and fixed on the iron backing plate.
CN201220346266.8U 2012-07-18 2012-07-18 Prestressed concrete switch tie, base plate and connector combination for No.7 switches Expired - Fee Related CN202809403U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201220346266.8U CN202809403U (en) 2012-07-18 2012-07-18 Prestressed concrete switch tie, base plate and connector combination for No.7 switches

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201220346266.8U CN202809403U (en) 2012-07-18 2012-07-18 Prestressed concrete switch tie, base plate and connector combination for No.7 switches

Publications (1)

Publication Number Publication Date
CN202809403U true CN202809403U (en) 2013-03-20

Family

ID=47868314

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201220346266.8U Expired - Fee Related CN202809403U (en) 2012-07-18 2012-07-18 Prestressed concrete switch tie, base plate and connector combination for No.7 switches

Country Status (1)

Country Link
CN (1) CN202809403U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452490A (en) * 2014-10-16 2015-03-25 山东钢铁股份有限公司 Railway switch lead curve offset base plate
CN104480807A (en) * 2014-12-22 2015-04-01 山东钢铁股份有限公司 Turnout switching device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104452490A (en) * 2014-10-16 2015-03-25 山东钢铁股份有限公司 Railway switch lead curve offset base plate
CN104480807A (en) * 2014-12-22 2015-04-01 山东钢铁股份有限公司 Turnout switching device

Similar Documents

Publication Publication Date Title
CN203498712U (en) Fastener mechanism for tramcar tracks
CN203546532U (en) High-speed railway ballast track steel rail fastener system
CN203755097U (en) Underground vibration damping rail fastener
CN202809403U (en) Prestressed concrete switch tie, base plate and connector combination for No.7 switches
CN202323579U (en) Elastic bar fastening device for rapid transit railway
CN207633146U (en) One kind can administrative region of a city railway double-layer vibration damping fastener easy to disassemble
CN204551150U (en) The three-dimensional adjustable pinch plate rail fastening of medium-and low-speed maglev system
CN207998763U (en) Railroad track hydraulic tool for taking up tracks
CN203741657U (en) Elastic vibration reduction rail junction
CN202913317U (en) New-type rail switch
CN206127753U (en) Tram track fastener
CN203346740U (en) Draw shaft track installation structure beneficial to reducing sleeper corrosion
CN203475240U (en) Concrete sleeper elastic strip fastener for meter-gauge railway
CN202705816U (en) Elastic strip type fastener for wooden sleeper turnout
CN209227295U (en) A Vibration Damping Fastener System with Bearing Swivel Column
CN203360947U (en) Elastic strip fastening system for rail
CN203065903U (en) Guardrail base plate for railway turnout
CN110409226B (en) sleeper
CN203475242U (en) Wood sleeper elastic strip fastener for meter-gauge railway
CN203320361U (en) Railroad sleeper wear-resisting rail bearing platform
CN203007744U (en) Rail fixing device steel rail sleeper
CN203160066U (en) Prestressed concrete turnout tie structure of 7# and 8# turnouts
CN205474621U (en) Elasticity split tram is gauge apron for fastener
CN202925387U (en) Elastic strip hole seat for steel rail damping fastener
CN205295816U (en) Railway safety crowds switch device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130320

Termination date: 20160718