CN201250371Y - Improved train railway - Google Patents

Improved train railway Download PDF

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Publication number
CN201250371Y
CN201250371Y CNU2007200889552U CN200720088955U CN201250371Y CN 201250371 Y CN201250371 Y CN 201250371Y CN U2007200889552 U CNU2007200889552 U CN U2007200889552U CN 200720088955 U CN200720088955 U CN 200720088955U CN 201250371 Y CN201250371 Y CN 201250371Y
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train
rail
railway
power
locomotive
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Expired - Fee Related
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CNU2007200889552U
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Chinese (zh)
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刘福生
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Individual
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Individual
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Abstract

The utility model relates to an improved train railway, which aims at resolving the problems that the prior train is not long enough, and the transportation burden of the train is not much enough, the rail is disconnected in the transverse direction at the joint position of the rail, the collision is produced when the wheel runs through the disconnected rail, the service life of the rail is short, and the like. The improved train railway is mainly characterized in that the headstock and the carriages of an ultra-long train with more carriages than the prior train are provided with a power, and a control device on the headstock is connected with the power of the carriages, and the power is installed on a carriage steering bracket holder, and the power is connected with a wheel shaft through the mechanical transmission; and a front train and a back train, which are serially connected with each other, are connected with each other through a synchronic control system; the rail surface at the joint place of the railway that is stable and durable is connected with each other in an alternating way; the surface of the rail is thickened upwards, tilted outwards at an angle of alpha and widened outwards for equal to or less than 30 mm. The improved train railway is used for improving the performance, the transportation capacity and the transportation efficiency of the train railway and modifying the prior train railway.

Description

Improved train railway
Technical field: the technical field under it is train, railway.
Background technology: because the existing train lengths such as restriction of power generally are not very long, the electric motor car group because of cost height, operating expenses height at a high speed etc. also shorter.Existing train majority is made up of locomotive and railway carriage, and power is on locomotive, and whole train drives operation by it, and locomotive is to the frictional force maximum of rail, and every joint railway carriage all will have the tensile property that can bear the hauling capacity of a locomotive etc.The rail joint place only depends on the both sides steel plates to connect, and the front and back rail is laterally to disconnect, wheel through out-of-date can the bump rail head, rail face width 70mm, wheel carrying face width 100mm, the abrasion of rail face is just changed during to setting or is scrapped rail.
Summary of the invention: the purpose of this utility model is improved the train railway, comprise the light train railway, freight train and the very long or suitable lengthening of fortune passenger plane car team Che Kejia, improve every time freight volume of train, reduce cost, increase benefit, improve the railway performance, train is more steady during through the rail joint place, improves rail application life, and relayable rail utilizes again.Existing train railway is carried out renovation and utilization.
The novel technical scheme of this reality is the design over long train, steady durable railway.Above technology can be used for existing train railway is comprised that light train railway such as subway etc. transform.
Over long train is the train that its length or joint number surpass existing locomotive train or passenger traffic EMUs.As the dynamic over long train of 1. every joints, 1.1. the self-driven over long train of every joint, the power of every joint mainly drives self, and have suitably more than needed, headstock is more than needed should be some more, it mainly is that situation that minority power gone bad suddenly etc. is arranged in tackling on the way that part more than needed is done to incline with fullying, and power can be used all kinds, as internal combustion engine, motor etc.All dynamic Control concentrate in the headstock OPS, power on the headstock install can be with existing locomotive similar, the power of railway carriage can be positioned on and turn on the stand, drives wheel shaft by machine driving such as reducers, the driving control of train and existing similar.Because every joint is all dynamic, do not resemble existing railway carriage and want to bear transmission locomotive gross tractive effort, railway carriage can be lightly, and promptly light-duty compartment can adopt light-duty hook, light-duty compartment beam, lightweight truck etc.1.2. major-minor power over long train, existing locomotive train can be transformed into the major-minor power over long train that can suitably extend, it is locomotive+auxiliary power railway carriage, its auxiliary propulsion-unit control device for use is positioned in the locomotive driving chamber, and it is synchronous with railroad traction control, by the unified operation of driver, the auxiliary power railway carriage, promptly turn to and set up auxiliary power assistance driving self on the stand at existing railway carriage, auxiliary power is to be not enough to drive self power of (deadweight+load-carrying), only plays assistive drive, and how many its size decisions can will have the train lengthening now, can drive 50% of self gross weight as auxiliary power, then train can be lengthened to 1 original ÷ (1-50%)=2 times.2. series connection over long train: be with several trains train of operation together that is together in series with (artificial and automatically) synchronous control system.Comprise that synchronously synchronization line is sailed and synchronous brake.Travel synchronously and guarantee synchronously by rank rear by telecommunication or (two between row) synchro by first driver.Synchronous brake is generally finished by prostatitis driver control or synchro.2.1. locomotive train+short synchronously train (visitor, goods) (group) over long train.Short train is made up of (middle low-power) synchronous locomotive and existing railway carriage.2.2. existing locomotive train series connection over long train.3. shipping EMUs over long train and existing passenger traffic EMUs are similar, but long, can not be at a high speed.
Steady durable railway, the railway that constitutes by steady joint and durable rail.
Steady joint.The wrong linking of rail hand-deliver of joint; Or there is auxiliary smooth excessiveness face the orbital plane both sides; Or preceding two kinds combination, do not clash into (or hit than jog) rail head in the time of just guaranteeing wheel through the joint.The staggered orbital plane that is connected in joint, promptly when gap at joint was maximum, forward and backward orbital plane (as each half width) also had been cross-linked or also is being connected with excessive face.Excessive (track) face of joint (orbital plane) outside widening is because of wheel carrying face width 100mm, track face width 70mm, so excessive track face width≤30mm in the outside, and two ends (or an end) has and downward-sloping draws the face of connecing so that smooth excessiveness, and it can be independent, is assembled in seam crossing then; Also can and play gusset piece with the welded together of one of rail.The excessive face of joint orbital plane inboard wheel flange, it than the height of the low flange of orbital plane and two ends downward-sloping so that wheel flanges than smooth excessiveness.No matter adopt any or wherein possible combining structure, all the joint with the steel plate holder, and joint snaps onto on the supporting plate, two ends of bearing plate snaps onto respectively on the cement pillow, and is more steady in the time of allowing wheel through the joint like this.
Durable rail, under the prerequisite that satisfies the bearing technology requirement, the rail iron rail level outside widen as best one can (≤30mm) rail, or it supports gradient K and suitably strengthen, rail bottom width B, the thick D of waist also suitably (laterally) strengthen.This design can be to renovating with the rail of crossing, promptly renovate durable rail, the rail surface wear is during to setting, (do railway outside the) repaired (time spent is done the railway medial surface again) on one side, and another side wide a little (≤30mm) and encase unworn root limit (doing the railway lateral surface), and rail sticks up a (half of wheel bearing surface cone angle) thickening towards outer skew back, allows after the renovation more solid and more wear-resisting.The joint of durable rail can adopt steady joint and constitute steady durable railway.
Compare with existing train railway, the utility model has the advantages that (1) over long train can improve the conevying efficiency of every time train freight volume and railway greatly, remote control series connection over long train is on the passenger traffic peak or goods several joints that for a long time train extended, tens joints up to a hundred also can once drive away, and it need not dote on big locomotive, large-sized power machine etc.The self-driven over long train of every joint, do not resemble the restriction that existing train will will be mated by railroad traction and railway carriage joint number, how long, how much, train can suitably will save all right, and do not influence speed of a motor vehicle train number, be convenient to train scheduling, or else headstock and railway carriage need to bear the performance of locomotive gross tractive effort, therefore structure, deadweight can be more lightly, capable of reducing energy consumption, it does not have present huge locomotive to give the huge frictional force F (equaling the hauling capacity of a locomotive) of rail, and F and the frictional force F of railway carriage to rail 1Oppositely, n/one (n has the train joint number now) that its every joint all almost has only F for the friction of rail, and all in the same way, so can allow rail abrasion than present overflowing, prolong application life.The design also can transform existing train lorry and passenger vehicle (except that the electric motor car group).(2) steadily excessive rail joint can allow train driving not have (or reducing greatly) to impact, and is more steady, takes advantage of seat more comfortable, helps train speed raising.Alleviate or eliminate the bump of train wheel, reduced noise, reduce the damage of train part and rail rail head.(3) the rail face is widened the life-span that can improve the rail wheel, reduces and changes rail, and the manpower and materials of wheel reduce the transport capacity that the number of times of changing rail helps improving railway.(4) durable rail can not only improve performances such as rail application life, reduces the cost of system rail, reduces the expense of railway, and rail scrap can also be utilized again.The design also can transform existing train railway, improves its conevying efficiency and operating benefit greatly.Very huge social benefit of the present utility model and economic benefit will be!
Description of drawings: Fig. 1 is the synchronous motor car;
Fig. 2 is the foil gauge installation drawing of synchro;
Fig. 3 is the excessively staggered railway that is connected of orbital plane of the outside;
Fig. 4 first and second is inside and outside carrying gusset pieces, respectively with the welding figure of rail;
Fig. 5 is the railway that rail is thickeied and widened towards outer skew back wing;
Fig. 6 is the durable rail of renovation;
The specific embodiment.Realize that best way of the present utility model is: ordinary train+short synchronously train (group) over long train; The outside, joint is the staggered railway that is connected of orbital plane excessively; The railway that railway track sticks up thickening and widens towards outer skew back.
(common) locomotive train+short synchronously train (group) over long train, be that tail connects the over long train that one or several synchronously short train is formed behind common passenger traffic or the freight locomotive train, be called tail and connect synchronous short train (group) over long train, synchronously short train saves common railway carriage by synchronous locomotive+n and forms, n=1,2,3 ... n is generally less than the ordinary train joint number, and suitably gets the small value, as 2,4,6,8 etc., so that over long train just is used for adorning visitor or loading according to the marshalling flexibly at random of passenger-cargo amount as vacant part is arranged on the synchronous locomotive.The Synchronization Control of front and back train, be divided into manual remote control and control automatically, the remote controller of locomotive places on the locomotive of ordinary train synchronously, is operated by driver's united and coordinating, the brake interlock, the remote signal of each synchronous locomotive is unique, and the remote control rank rear travels synchronously, comprise startup, acceleration, at the uniform velocity, slow down, advance, retreat etc., the remote control synchronous brake comprises snub, by the control of the driver on first locomotive, when the driver on first pressed brake, all trains braked simultaneously.Automatically control is finished by synchro.Synchro assurance rank rear and its prostatitis of rank rear are synchronous preferably, can also someone assist synchronous frame to sail on the locomotive synchronously, synchronous motor car such as Fig. 1, and the 1st, draw the electricity bow; The 2nd, artificial remote-receiver synchronously.Synchro constitutes (existing commodity) by full-automatic intelligent ess-strain real-time monitor.The 3rd, the LCDs of synchro.The 4th, be positioned on below the fixed hook foil gauge such as Fig. 2 of the synchro of (or more suitably position).The rank rear locomotive has the synchronous and synchro of remote control, can allow two row or multiple row become the series connection over long train; The 5th, the line of foil gauge and synchro host computer.Synchro can be under wide temperature, in real time, automatically, the thrust T or the pulling force L of continuous detecting hook, by RS485/232 or USB interface data send into locomotive microcomputer handle again regulate this train speed afterwards automatically and with preceding train synchronization.Special circumstances are remote control when being out of order, and synchro still can guarantee and prostatitis synchronous operation automatically, and synchronous brake.When the pulling force that is subjected to when synchronous locomotive surpassed setting value, starting automatically can be slowed down or brake when surpassing setting value for the thrust in prostatitis automatically, is simultaneously displayed on the liquid crystal display 3, if the driver is arranged so that the driver adjusts and preceding train synchronization.This design can be transformed existing locomotive train and be made the series connection over long train.
The outside, joint is the staggered railway that is connected of orbital plane excessively, represent with double dot dash line as non-orbital plane in Fig. 3 first vertical view, second is lateral view, the right rail only draws, left side rail joint and its symmetry, the train direction of advance is shown in v among the figure, and front and back rail 1,4 is assembled together by bolt 5 by inside and outside carrying gusset piece 2,3.The leading portion of interior carrying gusset piece 2 all welds together with molten steel with several faces that preceding rail 1 is close to mutually, and as Fig. 4 first, the face g of bearing surface h and rail 1 is on same plane.The back segment of outer carrying gusset piece 3 all welds together with molten steel with several faces that back rail 4 is close to mutually, and as Fig. 4 second, bearing surface H (is divided into H for sake of convenience 1, H 2) and the bearing surface G of rail 4 in same plane, V is the excessive face H in the outside 1(drawing of front end connects the inclined-plane to (≤30mm).1, L be connecting section above, lower than H, h, G, g face.For wheel is littler through this joint impact, be equipped with steel supporting plate 6 under the joint and in vertical view, do not draw, its two rests on the cement pillow, and width is more smaller than last two pitchs of bolts of cement pillow, is pressed on the cement pillow by rail fastening.More steady through this joint when wheel, Fig. 3 vertical view is that the front and back rail is in maximum slit C MaxSituation, this moment bearing surface h and H 2, and transition bearing surface H 1With still staggered be connected (16mm) of preceding rail face g, promptly bearing surface H and h, g are still staggered is being connected, wheel on preceding rail face g by buffering inclined-plane V excessively to H 1With the lap of g, arrive h and H again 1, h and H 1, H 2, H 1And H 2Lap, at last to the rail face G of back, and the joint of having passed by more reposefully.
The railway that rail is thickeied and widened towards outer skew back wing, as shown in Figure 5, the rail that only draws, the added width C in the rail face outside 1≤ wheel carrying face width-rail face width=100-70=30, and will have rail cambered surface uv now and make acclivitous uV face (or thickening is suitably upwards translation of uV as far as possible) into, inclination angle a equals half of wheel bearing surface cone angle.As the outer cantilever rigidity of rail face is not enough after widening, then the rail waist is increased required minimum thickness d, be that xy moves to XY, and in order not change the gusset piece shape, simultaneously cantilever inclined-plane xw being moved to XW gets final product, because the widening of rail face, and the inclined plane makes the thickening of rail top, and the layer amount that be worn of its permission will increase more than the 30 ÷ 70=43%.
Renovate durable rail, as Fig. 6, use with rail with the renovation of the molten steel casting of material, thicken and widen the rail face. the rail 1 after for example will wear and tear is suspended on die cavity 4 tops, makes rail abrasion face 2 and horizontal plane inclination β angle, so that squeeze air when casting.Renovation face 5 upwarps and rail foot surface inclination a to widening side, and a equals half of wheel bearing surface cone angle, and sprue gate 6 wide≤30mm are than rail inclined-plane 3 lower slightly 3mm, so that the unnecessary molten steel of overflow.Or old guiding principle rail surveyed, the lateral surface of widening is done the casting gate of renovation mould up, and is good.

Claims (7)

1. improved train railway, train is made up of locomotive and compartment; Railway I shape rail snaps onto on the sleeper, rail only depends on the both sides steel plate by Bolt Connection before and after the rail joint place, it is characterized in that joint number is than existing over long train and steady durable railway of Duoing, power all is installed on the headstock of over long train and the compartment, control device on the headstock is ined succession through control circuit and compartment power, power is positioned on the wagon bogies seat by mechanical attachment, and power is ined succession by machine driving and wheel shaft; Connecting by synchronous control system between front and back series connection train; The joint orbital plane of steady durable railway is staggered to be connected, and the rail face is suitably upwards thickeied and outside skew back sticks up a angle, and widens laterally≤30mm.
2. improved train railway as claimed in claim 1 is characterized in that major-minor power over long train, and the railway carriage of locomotive train turns on the stand and by mechanical attachment auxiliary power is installed.
3. improved train railway as claimed in claim 1, it is characterized in that connecting and be equipped with synchronized between the train of over long train front and back: synchro and telesyn, synchro is to fix foil gauge under the hook of rank rear locomotive front, foil gauge is connected with the synchro computer by transmission line, the synchro computer is positioned on the rank rear locomotive, and this computer expert crosses interface and links to each other with the rank rear locomotive microcomputer; Telesyn is that the manual remote control sychronisation is positioned on the rank rear locomotive, and remote controller is contained on first locomotive.
4. improved train railway as claimed in claim 1, it is characterized in that the excessively staggered joint that is connected of orbital plane, the outside, the leading portion of interior carrying gusset piece is welded on the preceding rail, the outside excessively back segment of carrying gusset piece is welded on the rail of back, again together by Bolt Connection, and joint places on the steel supporting plate, and the steel two ends of bearing plate places on the sleeper, and is compressed by fastener, rail.
5. improved train railway as claimed in claim 1 is characterized in that the railway durable steel web of the rail thickeies d laterally.
6. improved train railway as claimed in claim 1 is characterized in that renovating durable rail.
7. improved train railway as claimed in claim 1, it is characterized in that being cascaded by the shipping motor-car constitutes shipping EMUs over long train
CNU2007200889552U 2007-12-12 2007-12-12 Improved train railway Expired - Fee Related CN201250371Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007200889552U CN201250371Y (en) 2007-12-12 2007-12-12 Improved train railway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007200889552U CN201250371Y (en) 2007-12-12 2007-12-12 Improved train railway

Publications (1)

Publication Number Publication Date
CN201250371Y true CN201250371Y (en) 2009-06-03

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Application Number Title Priority Date Filing Date
CNU2007200889552U Expired - Fee Related CN201250371Y (en) 2007-12-12 2007-12-12 Improved train railway

Country Status (1)

Country Link
CN (1) CN201250371Y (en)

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090603

Termination date: 20101212