CN206467506U - A kind of urban track traffic concrete wide crosstie - Google Patents

A kind of urban track traffic concrete wide crosstie Download PDF

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Publication number
CN206467506U
CN206467506U CN201720015708.3U CN201720015708U CN206467506U CN 206467506 U CN206467506 U CN 206467506U CN 201720015708 U CN201720015708 U CN 201720015708U CN 206467506 U CN206467506 U CN 206467506U
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China
Prior art keywords
wide
pillow body
track traffic
urban track
utility
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CN201720015708.3U
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Chinese (zh)
Inventor
于鹏
魏周春
畅德师
刘启宾
蔡向辉
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China Railway First Survey and Design Institute Group Ltd
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China Railway First Survey and Design Institute Group Ltd
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Priority to CN201720015708.3U priority Critical patent/CN206467506U/en
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  • Machines For Laying And Maintaining Railways (AREA)

Abstract

The utility model is related to a kind of urban track traffic concrete wide crosstie, including wide pillow body, long 0.54m, wide 2.2m, high 0.18 ~ 0.2m;Width pillow body interior is provided with transversely prestressed bars and longitudinal structure reinforcing bar;A pair of tracks are disposed with wide pillow body.The utility model be prevented effectively from urban track traffic underground cable Ballast track section because of railway roadbed surface it is discontinuous caused by Daily Round Check, in emergency circumstances passenger's escape is difficult the shortcomings of while, ballast track bed section fastener can be made to be consistent with the interval fastener type that usually section is used in underground, be conducive to production and operation maintenance etc..

Description

A kind of urban track traffic concrete wide crosstie
Technical field
The utility model is related to track engineering technical field, and in particular to a kind of urban track traffic concrete wide crosstie.
Background technology
Urban track traffic underground cable typically uses ballastless track bed, but because ballastless track bed later stage adjustment amount is small, in underground When line passes through the unfavorable geology region such as ground fissure, active fault, for the ease of using Ballast track the adjustment after foundation deformation more Structure.At present, existing underground cable ballast track bed is generally using new II type concrete crosstie or III type pillow concrete crosstie, and railway roadbed surface is not Continuously, it is unfavorable for Daily Round Check and in emergency circumstances passenger evacuates.And the wide pillow of state's iron aggregate concrete is used, there is fastener type obstructed With, be unfavorable for production and operation maintenance.
The content of the invention
The purpose of this utility model is to provide a kind of urban track traffic concrete wide crosstie, and overcoming underground cable to use has the tiny fragments of stone, coal, etc. During track structure, existing sleeper influence Daily Round Check and in emergency circumstances passenger's evacuation, and the wide pillow fastener class of state's iron aggregate concrete Type is not general, influences the problems such as production and operation maintenance.
The technical scheme that the utility model is used for:
A kind of urban track traffic concrete wide crosstie, it is characterised in that:
Including width pillow body, long 0.54m, wide 2.2m, high 0.18 ~ 0.2m;
Width pillow body interior is provided with transversely prestressed bars and longitudinal structure reinforcing bar;
A pair of tracks are disposed with wide pillow body.
Wide pillow body interior be provided with above and below two layers of transversely prestressed bars, arrange what is annularly closed outside transversely prestressed bars Longitudinal structure reinforcing bar.
Transversely prestressed bars end is provided with anchor plate, and the outline of anchor plate is octagon.
Width pillow body both lateral sides end face is preset with lifting sleeve, and both sides symmetrically respectively set two.
The utility model has advantages below:
The utility model is being prevented effectively from urban track traffic underground cable Ballast track section because railway roadbed surface is discontinuous While the shortcomings of caused Daily Round Check, in emergency circumstances passenger escape difficult, ballast track bed section fastener and underground can be made The fastener type that interval general location is used is consistent, and is conducive to production and operation maintenance etc..
Brief description of the drawings
Fig. 1 is the utility model plan;
Fig. 2 is the utility model cross-sectional view;
Fig. 3 is the utility model side view;
Fig. 4 is the utility model arrangement of reinforcement plan;
Fig. 5 is the utility model arrangement of reinforcement cross-sectional view;
Fig. 6 is the utility model arrangement of reinforcement side view;
Fig. 7 is the utility model presstressed reinforcing steel and anchor plate figure;
Fig. 8 is the utility model A portions front view;
Fig. 9 is the utility model A portions side view.
In figure:1. width pillow body, 2. tracks, 3. lifting sleeves, 4. transversely prestressed bars, 5. longitudinal structure reinforcing bars, 6. Anchor plate.
Embodiment
The utility model is described in detail with reference to embodiment.
A kind of urban track traffic concrete wide crosstie that the utility model is related to, it is adaptable to urban track traffic subterranean region Between use ballast track bed track engineering, including it is wide pillow body 1, long 0.54m, wide 2.2m, high 0.18 ~ 0.2m.Every piece wide pillow is originally A pair of tracks 2 are disposed with body 1.Track 2 is higher by the wide pillow top surface 30mm of body 1, and nail is away from can connecing according to fastener used Pig's tongue part is determined.
It is wide pillow body 1 be internally provided with above and below two layers of transversely prestressed bars 4, transversely prestressed bars for eliminate stress wire, Using pre-tensioning system system, two layers of laying above and below point.Transversely prestressed bars 4 arrange the longitudinal structure reinforcing bar 5 annularly closed outside.It is horizontal The end of presstressed reinforcing steel 4 is provided with anchor plate 6, to reduce transmission length of prestress, the outline of anchor plate 6 is octagon, Anchor plate 6 can be fastened on compressor wire by spanner.
The wide pillow both lateral sides end face of body 1 is preset with lifting sleeve 3, and both sides symmetrically respectively set two, for lifting.
Content of the present utility model is not limited to cited by embodiment, and those of ordinary skill in the art are new by reading this practicality Type specification and any equivalent conversion taken technical solutions of the utility model, are claim institute of the present utility model Cover.

Claims (4)

1. a kind of urban track traffic concrete wide crosstie, it is characterised in that:
Including width pillow body(1), long 0.54m, wide 2.2m, high 0.18 ~ 0.2m;
Width pillow body(1)It is internally provided with transversely prestressed bars(4)With longitudinal structure reinforcing bar(5);
Width pillow body(1)On be disposed with a pair of tracks(2).
2. a kind of urban track traffic concrete wide crosstie according to claim 1, it is characterised in that:
Width pillow body(1)Two layers of transversely prestressed bars above and below being internally provided with(4), transversely prestressed bars(4)Outer arrangement is annular in shape The longitudinal structure reinforcing bar of closure(5).
3. a kind of urban track traffic concrete wide crosstie according to claim 1, it is characterised in that:
Transversely prestressed bars(4)End is provided with anchor plate(6), anchor plate(6)Outline be octagon.
4. a kind of urban track traffic concrete wide crosstie according to claim 1, it is characterised in that:
Width pillow body(1)Both lateral sides end face is preset with lifting sleeve(3), both sides symmetrically respectively set two.
CN201720015708.3U 2017-01-06 2017-01-06 A kind of urban track traffic concrete wide crosstie Active CN206467506U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720015708.3U CN206467506U (en) 2017-01-06 2017-01-06 A kind of urban track traffic concrete wide crosstie

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720015708.3U CN206467506U (en) 2017-01-06 2017-01-06 A kind of urban track traffic concrete wide crosstie

Publications (1)

Publication Number Publication Date
CN206467506U true CN206467506U (en) 2017-09-05

Family

ID=59706003

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720015708.3U Active CN206467506U (en) 2017-01-06 2017-01-06 A kind of urban track traffic concrete wide crosstie

Country Status (1)

Country Link
CN (1) CN206467506U (en)

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