CN208486135U - Gapless track micro-displacement measuring device - Google Patents

Gapless track micro-displacement measuring device Download PDF

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Publication number
CN208486135U
CN208486135U CN201820419663.0U CN201820419663U CN208486135U CN 208486135 U CN208486135 U CN 208486135U CN 201820419663 U CN201820419663 U CN 201820419663U CN 208486135 U CN208486135 U CN 208486135U
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China
Prior art keywords
rail
displacement
amesdial
micro
displacement measuring
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Inventor
王文昆
郭林泉
崔少康
郭凯凯
贺海霞
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Zhuzhou CRRC Times Electric Co Ltd
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Zhuzhou CSR Times Electric Co Ltd
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Abstract

The utility model discloses a kind of gapless track micro-displacement measuring devices, comprising: the fixation device being installed on sleeper;The mobile device being installed on rail can be moved with the movement of rail, and mobile device includes the baffle being arranged towards rail length direction;And it is set to the amesdial on fixed device, the measuring staff and baffle plane perpendicular contact of amesdial;When carrying out stress state release measurement to rail using rail-impacting block, rail is hit by rail-impacting block, until amesdial measures the bouncing displacement opposite with crash direction, then it is assumed that rail is in zero stress state;If amesdial is unmeasured to bouncing displacement relative to initial makeup location, then it is assumed that rail is not up to zero stress state.The utility model is able to solve that existing micro-displacement measuring device displacement measurement accuracy is not high, the technical problem of measurement process complexity.

Description

Gapless track micro-displacement measuring device
Technical field
The utility model relates to railroad engineering survey fields, more particularly, to a kind of rail applied to seamless railway route Micro-displacement measuring device.
Background technique
Principal mode of the gapless track as railway track structure, has obtained increasingly extensive application.Gapless track Main loading characteristic is: when rail temperature and actual lock rail temperature are inconsistent, there are stress in rail.When actual lock rail temperature When more than design fastening-down temperature of rail, excessive stress tension or in compression there is inside rail.At this moment just need to gapless track into Row destressing, within the scope of fastening-down temperature of rail when its practical fastening-down temperature of rail being made to be restored to design, to ensure at track-frame structure In stable state.When gapless track carries out destressing, measuring it and diffusing a whether even, quasi-, enough important prerequisite is rail In zero stress state, judge that the method that rail is in zero stress state is that rail is in non-displacement state at ambient temperature.
Currently, the method that the method for in-site measurement rail stress state relies primarily on visually measurement and artificial feel.Manually Sensory methods be people station feel on the rail for being located at Longkou position rail whether there is also displacement, this method be it is a kind of rough, Convenient measurement method.But artificial feel method needs energy to concentrate, big by artifical influence factor, Observation personnel needs rich Rich experience, and precision is lower, is not easy to observe the micro-displacement of rail rebound.
Utility model content
In view of this, the purpose of this utility model is to provide a kind of gapless track micro-displacement measuring device, it is existing to solve There is micro-displacement measuring device displacement measurement accuracy not high, the technical problem of measurement process complexity.
In order to realize above-mentioned purpose of utility model, the utility model specifically provides a kind of gapless track microdisplacement measurement dress The technic relization scheme set, a kind of gapless track micro-displacement measuring device, comprising:
The fixation device being installed on sleeper;
The mobile device being installed on rail, the mobile device include the gear being arranged towards the rail length direction Plate;
And it is set to the amesdial on the fixed device, the measuring staff of the amesdial is vertical with the baffle plane to be connect Touching.
Preferably, the mobile device includes the support for the inverted u-shaped being mounted on the rail, and the support is along rail The two sides of width direction are provided with mounting hole, pass through mounting hole by bolt two and the mobile device is fixed on rail, institute State the top that baffle is fixed on the support;Bolt two is unclamped, the mobile device can be moved along the length direction of the rail.
Preferably, the fixed device include by supporting leg, and be connected between two supporting legs crossbeam composition fall U-shaped Type fixing tool.The bottom of the supporting leg is fixed with the vertical bolt on the sleeper, and the fixed device further includes that one end is fixed In on the crossbeam, the strut that the other end and the amesdial are fixed, the strut and the beam vertical link.
Preferably, the end of the strut is fixedly connected by table folder with the fixed link of the amesdial.
Preferably, when initially being installed to the micro-displacement measuring device, the fixed device and mobile device it Between relative distance, generate suitable initial displacement to meet the measuring staff of the amesdial.
Preferably, when carrying out destressing to the rail using rail-impacting block, the rail-impacting block is installed on the rail Longkou position, the clipping room of the micro-displacement measuring device and rail-impacting block on the rail away from be maintained at 98~102m it Between.
Preferably, the amesdial has reversed displacement measurement function, when being hit the rail to institute by rail-impacting block It states amesdial and measures the bouncing displacement opposite with crash direction, the rail is in zero stress state.
Preferably, the direction of displacement of rail when the direction and the rail-impacting block that the mobile device is directed toward fixed device are hit Unanimously.
Preferably, a set of by least being installed every 500m when the measurement length of the rail is greater than or equal to 500m Micro-displacement measuring device carries out stress state measurement;It is a set of micro- by installing when the measurement length of the rail is less than 500m Displacement measuring device carries out stress state measurement.
Preferably, baffle uses glass plate.
By implementing the technical solution of above-mentioned gapless track micro-displacement measuring device provided by the utility model, have as follows The utility model has the advantages that
(1) bouncing displacement that generates carries out steel when the utility model gapless track micro-displacement measuring device is using bump rail The measurement of rail stress state, micro-displacement when can rebound to rail carry out more accurate quantization measurement, it is ensured that rail Zero stress state it is more uniform;
(2) the utility model gapless track micro-displacement measuring device structure is simple, easy to operate, practical, precision is high, measurement It is not influenced completely by external environment and subjective judgement, can sufficiently realize the even, quasi-, enough of rail stress release;
(3) the utility model gapless track micro-displacement measuring device by amesdial carry out rail micro-displacement measurement, thousand Divide table setting on the securing means, so that measurement is not influenced completely by rail movement.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described.It should be evident that the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor Under, it can also be obtained according to these attached drawings other embodiments.
Fig. 1 is a kind of structural schematic diagram of specific embodiment of the utility model gapless track micro-displacement measuring device;
Fig. 2 is a kind of mounting structure schematic diagram of specific embodiment of the utility model gapless track micro-displacement measuring device;
Fig. 3 is to fix the structure of device in a kind of specific embodiment of the utility model gapless track micro-displacement measuring device to show It is intended to;
Fig. 4 is that the structure of mobile device in a kind of specific embodiment of the utility model gapless track micro-displacement measuring device is shown It is intended to;
Fig. 5 is a kind of mounting structure of the specific embodiment of the utility model gapless track micro-displacement measuring device on rail Side view;
Fig. 6 is a kind of mounting structure of the specific embodiment of the utility model gapless track micro-displacement measuring device on rail Schematic diagram;
Fig. 7 is the partial enlargement structural representation of part A in Fig. 6;
Fig. 8 is a kind of installation site of the specific embodiment of the utility model gapless track micro-displacement measuring device on rail Schematic diagram;
Fig. 9 is installation position of the utility model gapless track micro-displacement measuring device another kind specific embodiment on rail Set schematic diagram;
In figure: 1- micro-displacement measuring device, 2- rail, 3- rail-impacting block, the Longkou 4-, 5- sleeper, 6- found bolt, and 10- is fixed Device, 11- crossbeam, 12- supporting leg, 13- strut, 14- bolt one, 15- table folder, 20- mobile device, 21- support, 22- plate washer, 23- bolt two, 30- amesdial, 31- measuring staff, 32- fixed link.
Specific embodiment
For the sake of quoting and understanding, will hereafter used in technical term, write a Chinese character in simplified form or abridge and be described below:
Amesdial: it checks the main measurer of the minor deviations of part size and shape, is widely used in precision instrument workpiece Error in geometrical form and location error on, belong to dimensional measuring instrument, its precision can reach 0.001mm;
Rail-impacting block: it is put applied to railway long rail in progress gapless track joint connector welding procedure, gapless track stress A kind of auxiliary machine tool for dissipating adjustment rail gap operation hits rail-impacting block by " rail manpower coaster " when use, makes gapless line Longitudinal movement;
Longkou: rail truncated position.
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer Attached drawing in type embodiment, the technical solutions in the embodiments of the present invention are clearly and completely described.Obviously, it is retouched The embodiment stated is only a part of the embodiment of the utility model, instead of all the embodiments.Based in the utility model Embodiment, all other embodiment obtained by those of ordinary skill in the art without making creative efforts, It fall within the protection scope of the utility model.
As shown in attached drawing 1 to attached drawing 9, the specific implementation of the utility model gapless track micro-displacement measuring device is given Example, the utility model is described in further detail in the following with reference to the drawings and specific embodiments.
The judgement of the utility model gapless track micro-displacement measuring device is steel in the method that rail 2 is in zero stress state Rail 2 is in non-displacement state at ambient temperature, i.e., rail 2 has been bumped against rebound using rail-impacting block 3, be treated as rail 2 and be in Zero stress state.Therefore, accurate, rapid survey rail 2 bouncing displacement becomes extremely important.When rail 2 is in rebound state When, it is displaced very little, is not easy to observe the micro-displacement that rail 2 rebounds using traditional displacement observation method.And the utility model has The gapless track micro-displacement measuring device of body embodiment description carries out the measurement of rail micro-displacement using amesdial 30, can be to steel Micro-displacement when rail 2 rebounds carries out more accurate quantization measurement, guarantees that the zero stress state of rail 2 is more uniform, sufficiently Realize the even, quasi-, enough of 2 destressing of rail.
Embodiment 1
As shown in Figure 1 and Figure 2, a kind of embodiment of the utility model gapless track micro-displacement measuring device, specifically Include:
The fixation device 10 being installed on sleeper 5;
The mobile device 20 being installed on rail 2 can be moved with the movement of rail 2, and mobile device 20 includes towards steel The baffle 22 of 2 length direction of rail setting;
And it is set to the amesdial 30 on fixed device 10, the measuring staff 31 and 22 planar vertical contact of baffle of amesdial 30;
When carrying out stress state measurement using micro-displacement measuring device 1, fixed device 10 is together with mobile device 20 It is used cooperatively.When carrying out destressing to rail 2 using rail-impacting block 3, rail 2 is hit by rail-impacting block 3, Zhi Daoqian Table 30 is divided to measure the bouncing displacement opposite with crash direction, then it is assumed that rail 2 is in zero stress state.If amesdial 30 It is unmeasured to bouncing displacement relative to initial makeup location, then it is assumed that rail 2 is not up to zero stress state.
Mobile device 20 further comprises the support 21 for the inverted u-shaped being mounted on rail 2, and support 21 is along 2 width of rail The two sides in direction are provided with mounting hole, pass through mounting hole by bolt 2 23 and mobile device 20 is fixed on rail 2, baffle 22 It is fixed on the top of support 21.Bolt 2 23 is unclamped, mobile device 20 can be moved along the length direction of rail 2.It will using glue Baffle 22 is fixed on support 21, and the plane of baffle 22 is vertical with longitudinal direction (i.e. the length direction of rail 2) of support 21.It uses When the support 21 of inverted u-shaped is set on rail 2, screw four bolts 2 23 on support 21, that is, can guarantee mobile device 20 can be moved with rail 2.
The measuring instrumentss of micro-displacement measuring device 1 use amesdial 30, and amesdial 30 has reversed displacement measurement function, keep off Plate 22 uses glass plate, so micro-displacement of the rail 2 in zero stress with rebound can measure.Micro-displacement measuring device 1 Can be mobile with rail 2, and this device pushes measuring instrument work, measuring instrument it is fixed on one device without by The mobile influence of rail, that is, can reach the purpose of measurement.
Fixed device 10 further comprises and the falling of forming of the crossbeam 11 that is connected between two supporting legs 12 by supporting leg 12 U font fixing tool.The bottom of supporting leg 12 is fixed on the vertical bolt 6 of sleeper 5 by bolt 1, and fixed device 10 also wraps It includes one end to be fixed on crossbeam 11, the strut 13 that the other end and amesdial 30 are fixed, strut 13 and crossbeam 11 are vertically connected to (use Welding manner links together one end of supporting leg 12 and inverted u-shaped fixing tool in 90 °).The end of strut 13 passes through table folder 15 are fixedly connected with the fixed link 32 of amesdial 30, and the fixed link 32 of amesdial 30 is arranged in table folder 15, table folder 15 is screwed Bolt, be fixed on amesdial 30 in table folder 15.
Before carrying out stress state measurement to rail 2, when micro-displacement measuring device 1 is initially installed, fixed device The measuring staff 31 that relative distance between 10 and mobile device 20 meets amesdial 30 generates suitable initial displacement, in order to calibrated Really measure the bouncing displacement of rail 2.
Rail-impacting block 3 be installed on rail 2 Longkou position (rail 2 will be truncated when measurement, close to truncated position be referred to as dragon Mouthful), micro-displacement measuring device 1 and rail-impacting block 3 are when the installation site spacing on rail 2 is maintained between 98~102m, to steel The measurement effect of rail micro-displacement is best.When the measurement length of rail 2 is greater than or equal to 500m, by least being installed every 500m A set of micro-displacement measuring device 1 carries out stress state measurement.It is a set of by installing when the measurement length of rail 2 is less than 500m Micro-displacement measuring device 1 carries out stress state measurement.
When carrying out the measurement of rail micro-displacement, no matter bouncing displacement is much, as long as amesdial 30 measures bouncing displacement Then think that rail 2 is in zero stress state, and amesdial 30 is unmeasured then thinks that rail 2 is not up to zero stress shape to bouncing displacement State.The bouncing displacement that amesdial 30 measures varies, this setting position with amesdial 30, rail-impacting block 3 setting position, Quantity, the straight Qu Douyou very close relationship for hitting rail number and rail track of rail-impacting block 3 of rail-impacting block 3.When amesdial 30 When measuring bouncing displacement, rail-impacting block 3 stops hitting the rail 2 for being measured section.
The direction of displacement of rail 2 is consistent when the direction that mobile device 20 is directed toward fixed device 10 is hit with rail-impacting block 3.It is such as attached Shown in Fig. 8, when rail-impacting block 3 imposes as shown in F in attached drawing impact force from left to right to rail 2, the direction of displacement of rail 2 The direction (from left to right) for being directed toward fixed device 10 with mobile device 20 is consistent.As shown in Fig. 9, when rail-impacting block 3 is applied to rail 2 When with the impact force from right to left as shown in F in attached drawing, the direction of displacement and mobile device 20 of rail 2 are directed toward fixed device 10 Direction (from right to left) is consistent.Mobile device 20 is fixed on rail 2 when using, can be with steel when carrying out rail microdisplacement measurement The movement of rail 2 and move, when mobile device 20 is mobile to fixed device 10, amesdial 30 will generate reading, if fixation When device 10 moves backward, it just will appear fixed device 10 and separated with mobile device 20, so as to cause not can be measured rail 2 Displacement.
The misalignment of rail 2 can be observed in real time by amesdial 30 for the micro-displacement measuring device 1 that embodiment 1 describes, And can be clearly observed that reversed displacement when rail 2 rebounds, and make it possible the precise measurement of rail micro-displacement, it is non- Often be conducive to when seamless track steel rail is laid with and is diffused, observe gapless line naked eyes when reaching zero stress state and be not easy to observe The reversed micro-displacement arrived, to realize the accurate judgement of rail zero stress state.
Embodiment 2
As shown in Fig. 7, a kind of embodiment of the gapless track microdisplacement measurement method based on 1 described device of embodiment, Specifically includes the following steps:
S10) the fixing device for installing 10 on sleeper 5 is fixed on device 10 and is provided with amesdial 30;
S11) mobile device 20 is installed on rail 2, mobile device 20 includes the baffle being arranged towards 2 length direction of rail 22;Fixed the distance between device 10 and mobile device 20 are adjusted, and ensures that the measuring staff 31 of amesdial 30 and 22 plane of baffle hang down Directly touch;
S12 destressing) is carried out to rail 2 using rail-impacting block 3, hits rail 2 to amesdial 30 when passing through rail-impacting block 3 Measure the bouncing displacement opposite with crash direction, then it is assumed that rail 2 is in zero stress state.If amesdial 30 is relative to first Beginning installation site is unmeasured to arrive bouncing displacement, then it is assumed that rail 2 is not up to zero stress state.
Mobile device 20 includes the support 21 for the inverted u-shaped being mounted on rail 2, and support 21 is along 2 width direction of rail Two sides are provided with mounting hole, and baffle 22 is fixed on the top of support 21.Step S11) further comprise:
When adjusting the distance between mobile device 20 and fixed device 10, passing through mounting hole by bolt 2 23 will be moved Device 20 is fixed on rail 2.When unclamping bolt 2 23, mobile device 20 can be moved along the length direction of rail 2.
Fixed device 10 includes and the inverted u-shaped that the crossbeam 11 that is connected between two supporting legs 12 forms by supporting leg 12 Fixing tool.Step S10) further comprise:
The bottom of supporting leg 12 is fixed on the vertical bolt 6 of sleeper 5, device 10 and amesdial are connected and fixed by strut 13 30, one end of strut 13 is fixed on crossbeam 11, and the other end and amesdial 30 are fixed, and ensure that strut 13 is vertical with crossbeam 11 and connect Knot.The end of strut 13 is fixedly connected with the fixed link 32 of amesdial 30 by table folder 15.
Step S11) further comprise:
The relative distance between fixed device 10 and mobile device 20 is adjusted, it is suitable with the generation of measuring staff 31 for meeting amesdial 30 The initial displacement of amount.
Rail-impacting block 3 is installed on the Longkou position of rail 2, and (rail 2 will be truncated when measurement, be referred to as close to truncated position Longkou), the installation site spacing of micro-displacement measuring device 1 and rail-impacting block 3 on rail 2 is maintained between 98~102m.Work as steel When the measurement length of rail 2 is greater than or equal to 500m, stress is carried out by least installing a set of micro-displacement measuring device 1 every 500m State measurement.When the measurement length of rail 2 is less than 500m, stress state is carried out by installing a set of micro-displacement measuring device 1 Measurement.The direction of displacement of rail 2 is consistent when the direction that mobile device 20 is directed toward fixed device 10 is hit with rail-impacting block 3.
In step S12), when amesdial 30 measures bouncing displacement, rail-impacting block 3 stops hitting the rail for being measured section 2。
When not occurring obviously to be displaced to rail 2 using the shock of rail-impacting block 3, micro-displacement measuring device 1 is installed on rail 2 Carry out stress state measurement.It is displaced in the measuring staff 31 for observe at any time when the measurement of 2 stress state of rail amesdial 30, if reached The position of mobile device 20 is then adjusted to the range of measuring staff 31, in order to avoid damage amesdial 30.
By implementing the technical solution of the gapless track micro-displacement measuring device of the utility model specific embodiment description, energy Enough have the following technical effects:
(1) it is generated when the gapless track micro-displacement measuring device of the utility model specific embodiment description utilizes bump rail Bouncing displacement carry out rail stress state measurement, micro-displacement when can rebound to rail carries out more accurate quantization and surveys Amount, it is ensured that the zero stress state of rail is more uniform;
(2) the utility model specific embodiment description gapless track micro-displacement measuring device structure it is simple, it is easy to operate, It is practical, precision is high, measurement do not influenced completely by external environment and subjective judgement, can sufficiently realize rail stress release It is even, quasi-, enough;
(3) the gapless track micro-displacement measuring device of the utility model specific embodiment description carries out rail by amesdial The measurement of micro-displacement, amesdial are arranged on the securing means, so that measurement is not influenced completely by rail movement.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
The above descriptions are merely preferred embodiments of the present invention, not makees in any form to the utility model Limitation.Although the utility model is disclosed as above with preferred embodiment, it is not intended to limit the utility model.It is any ripe Those skilled in the art is known, in the case where not departing from the Spirit Essence and technical solution of the utility model, all using upper The methods and technical content for stating announcement makes many possible changes and modifications to technical solutions of the utility model, or is revised as With the equivalent embodiment of variation.Therefore, all contents without departing from technical solutions of the utility model, the skill according to the utility model It is practical new to still fall within this for art any simple modification, equivalent replacement, equivalence changes and modification substantially made to the above embodiment The range of type technical solution protection.

Claims (10)

1. a kind of gapless track micro-displacement measuring device characterized by comprising
The fixation device (10) being installed on sleeper (5);
The mobile device (20) being installed on rail (2), the mobile device (20) include towards the rail (2) length direction The baffle (22) of setting;
And it is set to the amesdial (30) on the fixed device (10), the measuring staff (31) and the baffle of the amesdial (30) (22) planar vertical contact.
2. gapless track micro-displacement measuring device according to claim 1, it is characterised in that: mobile device (20) packet The support (21) for the inverted u-shaped being mounted on the rail (2) is included, the support (21) is along the two sides of rail (2) width direction It is provided with mounting hole, mounting hole is passed through by bolt two (23), the mobile device (20) is fixed on rail (2), the gear Plate (22) is fixed on the top of the support (21);The bolt two (23) is unclamped, the mobile device (20) can be along the steel The length direction of rail (2) is mobile.
3. gapless track micro-displacement measuring device according to claim 1 or 2, it is characterised in that: the fixed device (10) include by supporting leg (12), and be connected between two supporting legs (12) crossbeam (11) composition inverted u-shaped fixing tool; The bottom of the supporting leg (12) and the vertical bolt (6) on the sleeper (5) are fixed, and the fixed device (10) further includes that one end is solid Due on the crossbeam (11), the other end and the amesdial (30) fixed strut (13), the strut (13) and the cross Beam (11) is vertically connected to.
4. gapless track micro-displacement measuring device according to claim 3, it is characterised in that: the end of the strut (13) It is fixedly connected by table folder (15) with the fixed link (32) of the amesdial (30).
5. gapless track micro-displacement measuring device according to claim 4, it is characterised in that: when to the microdisplacement measurement When device (1) is initially installed, relative distance between the fixed device (10) and mobile device (20), described in meeting The measuring staff (31) of amesdial (30) generates suitable initial displacement.
6. gapless track micro-displacement measuring device according to claim 4 or 5, it is characterised in that: when utilization rail-impacting block (3) When carrying out destressing to the rail (2), the rail-impacting block (3) is installed on the Longkou position of the rail (2), the microbit The clipping room of measuring system (1) and rail-impacting block (3) on the rail (2) is away from being maintained between 98~102m.
7. gapless track micro-displacement measuring device according to claim 6, it is characterised in that: the amesdial (30) has Reversed displacement measurement function, measures and hits when being hit the rail (2) to the amesdial (30) by rail-impacting block (3) Contrary bouncing displacement, the rail (2) are in zero stress state.
8. gapless track micro-displacement measuring device according to claim 7, it is characterised in that: the mobile device (20) refers to The direction of displacement of rail (2) is consistent when hitting to the direction of fixed device (10) with the rail-impacting block (3).
9. according to claim 1, the described in any item gapless track micro-displacement measuring devices in 2,4,5,7 or 8, it is characterised in that: When the measurement length of the rail (2) is greater than or equal to 500m, filled by least installing a set of microdisplacement measurement every 500m It sets (1) and carries out stress state measurement;When the measurement length of the rail (2) is less than 500m, surveyed by installing a set of micro-displacement It measures device (1) and carries out stress state measurement.
10. gapless track micro-displacement measuring device according to claim 9, it is characterised in that: the baffle (22) uses Glass plate.
CN201820419663.0U 2018-03-27 2018-03-27 Gapless track micro-displacement measuring device Active CN208486135U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108265576A (en) * 2018-03-27 2018-07-10 株洲时代电子技术有限公司 A kind of gapless track micro-displacement measuring device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108265576A (en) * 2018-03-27 2018-07-10 株洲时代电子技术有限公司 A kind of gapless track micro-displacement measuring device
CN108265576B (en) * 2018-03-27 2024-05-07 株洲时代电子技术有限公司 Micro-displacement measuring device for seamless line

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