CN106592425A - Railway bridge inspection vehicle and control method thereof - Google Patents

Railway bridge inspection vehicle and control method thereof Download PDF

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Publication number
CN106592425A
CN106592425A CN201710111595.1A CN201710111595A CN106592425A CN 106592425 A CN106592425 A CN 106592425A CN 201710111595 A CN201710111595 A CN 201710111595A CN 106592425 A CN106592425 A CN 106592425A
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CN
China
Prior art keywords
support member
driver element
railway bridge
supporting leg
controller
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Granted
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CN201710111595.1A
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Chinese (zh)
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CN106592425B (en
Inventor
张骞
王国宏
王海峰
张运广
孙修
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Qingdao University
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Qingdao University
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Priority to CN201710111595.1A priority Critical patent/CN106592425B/en
Publication of CN106592425A publication Critical patent/CN106592425A/en
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Publication of CN106592425B publication Critical patent/CN106592425B/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/10Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/106Movable inspection or maintenance platforms, e.g. travelling scaffolding or vehicles specially designed to provide access to the undersides of bridges

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The embodiment of the invention discloses a railway bridge inspection vehicle and a control method thereof. The railway bridge inspection vehicle comprises a vehicle body which is provided with a controller, a sensor and supporting legs. Each supporting leg comprises a first supporting piece, a first supporting piece drive unit, a second supporting piece and a second supporting piece drive unit. The controller is electrically connected with the sensor, the first supporting piece drive units and the second supporting piece drive units. The sensor is used for detecting work condition environment information of the railway bridge inspection vehicle. The controller is used for controlling the second supporting piece drive units to drive the second supporting pieces to be engaged with or disengaged from the first supporting pieces. According to the railway bridge inspection vehicle, two supporting pieces are designed on each supporting leg according to the work condition environments of ballast tracks and ballastless tracks, the sensor is used for detecting the work condition environment of the railway bridge inspection vehicle, and the controller is used for controlling the supporting legs to select the first supporting pieces or the second supporting pieces to be supported on the two sides of steel rails according to the work condition environment, of the railway bridge inspection vehicle, detected by the sensor .

Description

A kind of railway bridge-checking vehicle and its control method
Technical field
The present invention relates to railway bridge inspection car technical field, more particularly to a kind of railway bridge-checking vehicle and its control method.
Background technology
Bridge is the important component part of railway traffic, and the development for railway in the natural environment of inclement condition is created Good condition, but the aging of bridge or design and construction defect can affect to traffic safety.In order to ensure Bridge life-time service it is safe and reliable, it is made regular check on and maintenance is particularly important.In order to improve railway Bridge Overhaul efficiency, generally bridge is overhauled using railway bridge-checking vehicle.
Figure 1A and Figure 1B is a kind of maintenance schematic diagram of a scenario of railway bridge-checking vehicle in prior art, as shown in Figure 1A and 1B, Railway bridge-checking vehicle includes vehicle 101, and vehicle 101 is provided with the first working arm 102, the second working arm 103 and the being sequentially connected Three working arms 104, the first working arm 102, the second working arm 103 and the 3rd working arm 104 can be with opposing oscillatories, in the 3rd work The end of arm 104 is provided with hanging basket 105.During work, maintainer stands in hanging basket 105, and the driver of vehicle 101 is by control first The pendulum angle of working arm 102, the second working arm 103 and the 3rd working arm 104, by maintainer the corresponding of bridge 106 is delivered to Position, and then bridge 106 can be overhauled.Wherein, when overhauling to bridge 106, in order to improve railway bridge-checking vehicle Stability, it usually needs railway bridge-checking vehicle is supported on the upper surface of bridge by railway bridge-checking vehicle supporting leg.
In order to railway bridge-checking vehicle to be stablely supported at the upper surface of bridge, railway bridge-checking vehicle supporting leg and supporting surface (are used In the surface for supporting railway bridge-checking vehicle supporting leg) between need to keep stable matching relationship.But, the work condition environment tool of railway There is multiformity (such as Ballast track and non-fragment orbit), correspondingly, for supporting the supporting surface of railway bridge-checking vehicle supporting leg same With multiformity, railway bridge-checking vehicle of the prior art can not meet the demand of multiformity work condition environment.
The content of the invention
A kind of railway bridge-checking vehicle and its control method are provided in the embodiment of the present invention, to solve railway of the prior art Bridge-checking vehicle can not meet the problem of the demand of multiformity work condition environment.
In a first aspect, embodiments provide a kind of railway bridge-checking vehicle, including vehicle, the vehicle is provided with control Device, sensor and supporting leg;The supporting leg is arranged on the bottom of the vehicle, the supporting leg include supporting leg main body and with The first support member that the supporting leg main body is coaxially disposed, one end of first support member passes through the first support member driver element It is connected with the supporting leg main body, the other end of first support member is tip, and the first support member driver element is used for First support member is driven to move along the axis direction of the supporting leg main body;
First support member is provided with the second support body assembly, and second support body assembly includes discoid second Support member and the second support member driver element, second support member is provided with the first groove matched with the tip, institute The second support member driver element is stated for driving second support member to fasten or depart from first support member;
Wherein, when second support member is fastened with first support member, the tip is embedded in first groove It is interior, and the plane that second support member is located is vertical with the axis of the supporting leg main body;
The controller is electrically connected with the sensor, the first support member driver element and the second support member driver element, The sensor is used to detect the work condition environment information of the railway bridge-checking vehicle that the controller to be used for according to the work condition environment Information controls the second support member driver element and drives second support member to fasten or depart from first support member.
Preferably, the sensor includes image acquisition units, and described image collecting unit is used for collection and the vehicle The corresponding bridge surface in bottom image information;
The controller is used to be analyzed described image information, determines the work condition environment of the railway bridge-checking vehicle.
Preferably, the sensor includes first laser diastimeter and second laser diastimeter, the first laser range finding Instrument and the second laser diastimeter are arranged on the rail wheel outside of the bottom of the vehicle, the vehicle, and described first swashs Direct of travel of the line of optar and the second laser diastimeter perpendicular to the vehicle;
The first laser diastimeter and the second laser diastimeter are used to towards the direction transmitting away from the vehicle swash Light beam, the plane that the laser beam is located perpendicular to the bottom of the vehicle;
The controller is used for the range information to the first laser diastimeter and second laser diastimeter collection It is analyzed, determines the work condition environment of the railway bridge-checking vehicle.
Preferably, the controller be used for the first laser diastimeter and the second laser diastimeter collection away from It is analyzed from information, determines the work condition environment of the railway bridge-checking vehicle, specifically includes:
The controller is used to calculate the distance letter of the first laser diastimeter and second laser diastimeter collection The difference of breath;
When the difference is more than default first threshold and during less than default Second Threshold, the railway bridge-checking vehicle is determined Work condition environment be Ballast track;
When the difference is less than or equal to default first threshold, or during more than or equal to default Second Threshold, really The work condition environment of the fixed railway bridge-checking vehicle is non-fragment orbit.
Preferably, second support body assembly also includes connecting rod, and one end of the connecting rod is driven with second support member Moving cell be connected, the other end of the connecting rod is connected with second support member, and the axis of the connecting rod with described first The plane that support member is located is vertical;
The second support member driver element is used to drive the connecting rod to drive second support member to put along first rotating shaft Dynamic, the first rotating shaft is mutually perpendicular to the axis of the supporting leg main body;
Wherein, in the first extreme position of the swing, the axis phase of the axis of the connecting rod and the supporting leg main body Mutually parallel, in the second extreme position of the swing, the axis of the connecting rod is mutually perpendicular to the axis of the supporting leg main body.
Preferably, the connecting rod includes connecting rod driver element, and the connecting rod driver element is used to drive the connecting rod to extend Or shorten.
Preferably, second support member is " Ω " shape, is elastic component at the opening of second support member.
Preferably, point pawls component is provided with first support member, the point pawls component includes point pawls driver element and point Pawl, the side wall at the tip is provided with the through hole matched with the point pawls;
The point pawls driver element is used to drive the point pawls to stretch out the through hole, or is contracted in inside the through hole.
Preferably, the quantity of the point pawls and the through hole be 3 and more than.
Second aspect, embodiments provides a kind of control method of railway bridge-checking vehicle, is applied to above-mentioned first party Railway bridge-checking vehicle described in face, methods described includes:
When the work condition environment information that the sensor detects the railway bridge-checking vehicle is Ballast track, the controller The first work order is sent to the first support member driver element, first work order is used to indicate that described first supports Part driver element drives the tip of first support member to stretch in the railway ballast of the Ballast track;
When the work condition environment information that the sensor detects the railway bridge-checking vehicle is non-fragment orbit, the controller The second work order is sent to the second support member driver element, second work order is used to indicate that described second supports Part driver element drives second support member to fasten with first support member.
Preferably, second support member is driven to fasten with first support member in the second support member driver element Afterwards, also include:
The controller to the first support member driver element sends the 3rd work order, and the 3rd work order is used In the first support member driver element driving the first support member drive the second support member extension is indicated, until described Second support member props up the rectangular base seat board of the rail both sides of the non-fragment orbit or the upper surface of rectangular rail plate.
Preferably, after the tip of first support member is stretched in the railway ballast of the Ballast track, also include:
The controller to the point pawls driver element sends the 4th work order, and the 4th work order is used to indicate The point pawls driver element drives the point pawls to stretch out the through hole.
From above technical scheme, railway bridge-checking vehicle supporting leg provided in an embodiment of the present invention is for Ballast track and nothing The work condition environment of tiny fragments of stone, coal, etc. track devises two support members (the first support member and the second support member) on supporting leg, in the course of work In, sensor detects the work condition environment of railway bridge-checking vehicle, and controller is according to the work condition environment control supporting leg Selection utilization first Support member or the second supports support are in the both sides of rail so that railway bridge-checking vehicle goes for various working environment.
Description of the drawings
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing The accompanying drawing to be used needed for having technology description is briefly described, it should be apparent that, for those of ordinary skill in the art Speech, on the premise of not paying creative work, can be with according to these other accompanying drawings of accompanying drawings acquisition.
Figure 1A and Figure 1B is a kind of maintenance schematic diagram of a scenario of railway bridge-checking vehicle in prior art;
Fig. 2A is a kind of work condition environment schematic diagram of Ballast track provided in an embodiment of the present invention;
Fig. 2 B are a kind of work condition environment schematic diagram of non-fragment orbit provided in an embodiment of the present invention;
Fig. 2 C are that a kind of range finding of the laser range finder provided in an embodiment of the present invention in the work condition environment of Ballast track is shown It is intended to;
Fig. 2 D are that a kind of range finding of the laser range finder provided in an embodiment of the present invention in the work condition environment of non-fragment orbit is shown It is intended to;
Fig. 2 E are range finding of another kind of laser range finder provided in an embodiment of the present invention in the work condition environment of non-fragment orbit Schematic diagram;
Fig. 3 A-3E are a kind of railway bridge-checking vehicle support leg structure schematic diagram provided in an embodiment of the present invention;
Fig. 4 is a kind of structural representation of second support member provided in an embodiment of the present invention;
Fig. 5 A and Fig. 5 B is another kind of railway bridge-checking vehicle support leg structure schematic diagram provided in an embodiment of the present invention;
Fig. 6 is a kind of structural representation of point pawls provided in an embodiment of the present invention;
Fig. 7 A and Fig. 7 B are a kind of structural representation of first support member provided in an embodiment of the present invention;
Symbol in figure is expressed as:101- vehicles, the working arms of 102- first, the working arms of 103- second, 104- the 3rd works Arm, 105- hanging baskets, 106- bridges, 201- rail, the trapezoidal railway roadbeds of 202-, the supporting surfaces of 203- first, 204- rectangular rail plates, 205- Second supporting surface, 206- rectangular base seat boards, 207- vehicles, 208- first laser diastimeters, 209- second laser diastimeters, 210- Rail wheel, 301- supporting leg main bodys, the support members of 302- first, 303- the first support member driver elements, the support members of 304- second, 305- the second support member driver elements, 306- connecting rods, the grooves of 307- first, 308- is sophisticated, 401- point pawls, and 402- point pawls drive single Unit, 403- through holes.
Specific embodiment
In order that those skilled in the art more fully understand the technical scheme in the present invention, below in conjunction with of the invention real The accompanying drawing in example is applied, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described enforcement Example is only a part of embodiment of the invention, rather than the embodiment of whole.Based on the embodiment in the present invention, this area is common The every other embodiment that technical staff is obtained under the premise of creative work is not made, should all belong to protection of the present invention Scope.
Because in practical work process, railway bridge-checking vehicle is walked all the time along rail, therefore railway bridge-checking vehicle supporting leg The both sides of rail can only be supported on.Wherein, when railway bridge-checking vehicle is fixed by supporting leg, the stability of supporting leg receives steel The work condition environment of rail both sides affects.The work condition environment that the embodiment of the present invention may relate to is illustrated first below.
Fig. 2A is a kind of work condition environment schematic diagram of Ballast track provided in an embodiment of the present invention, as shown in Figure 2 A, rail 201 lower section is trapezoidal railway roadbed 202 (being trapezoidal perpendicular to the cross section of rail bearing of trend), and trapezoidal railway roadbed 202 is generally by road The tiny fragments of stone, coal, etc. is piled up and is formed.Because in the work condition environment of Ballast track, the both sides of rail 201 are the inclined plane of trapezoidal railway roadbed 202, and The operation on bridge of railway bridge-checking vehicle, is often limited to bridge floor space, it is impossible to which supporting leg is stretched out longer to away from car body direction Distance, therefore when railway bridge-checking vehicle is fixed by supporting leg, supporting leg can only be fixed on the inclined plane of trapezoidal railway roadbed 202 Upper (hereinafter referred to as " the first supporting surface 203 ").
Fig. 2 B are a kind of work condition environment schematic diagram of non-fragment orbit provided in an embodiment of the present invention, as shown in Figure 2 B, rail It (is square perpendicular to the cross section of rail bearing of trend that 201 lower section is followed successively by rectangular rail plate 204 and rectangular base seat board 206 Shape), a rectangular rail plate 204 and rectangular base seat board 206 typically respectively complete cement plate, wherein, rectangular base seat board 206 It is more than rectangular rail plate 204 in the length perpendicular to rail bearing of trend.Due in the work condition environment of non-fragment orbit, rail 201 both sides are the two ends of rectangular rail plate 204 and rectangular base seat board 206, rectangular rail plate 204 and rectangular base seat board 206 The upper surface at two ends is horizontal plane, and railway bridge-checking vehicle operation on bridge is often limited to bridge floor space, it is impossible to supporting leg Longer distance is stretched out to away from car body direction, therefore when railway bridge-checking vehicle is fixed by supporting leg, supporting leg is fixed (hereinafter referred to as " the second supporting surface on the rectangular rail plate 204 of the both sides of rail 201 or the upper surface of rectangular base seat board 206 205”)。
In a kind of preferred version, supporting leg is fixed on the rectangular base seat board 206 of the both sides of rail 201.
As shown in Figure 2 A and 2B, in the work condition environment of Ballast track and non-fragment orbit, for supporting railway bridge-checking vehicle First supporting surface 203 of support leg and the gap of the second supporting surface 205 are larger.From the point of view of in shape, the first supporting surface 203 is inclination Face, the second supporting surface 205 is horizontal plane;In view of composition, the first supporting surface 203 be by railway ballast pile up loose face, second The surface that supporting surface 205 is formed in one.
If by the bottom design of railway bridge-checking vehicle supporting leg (hereinafter referred to as " supporting leg ") into planar structure, due to Second supporting surface 205 is horizontal plane, therefore the supporting leg can obtain stable support on the second supporting surface 205.But, by It is inclined plane in the first supporting surface 203, and is the loose face piled up by railway ballast, it is clear that the supporting leg is on the first supporting surface 203 Stable support can not be obtained.That is, bottom design may be only available for into non-fragment orbit into the supporting leg of planar structure Work condition environment, is not suitable for the work condition environment of Ballast track.
If the design of the end of supporting leg is tapered, because the first supporting surface 203 is the loose face piled up by railway ballast, because This supporting leg can be embedded in the inside of the first supporting surface 203 until level ground, obtains stable on the first supporting surface 203 Support.But, due to the surface that the second supporting surface 205 is formed in one, the supporting leg cannot be embedded in the interior of the second supporting surface 205 Portion, and pyramidal structure is less with the contact area of the second supporting surface 205, causes the supporting leg can not on the second supporting surface 205 Obtain stable support.That is, the supporting leg of the tapered structure of bottom design may be only available for into the operating mode of Ballast track Environment, is not suitable for the work condition environment of non-fragment orbit.
For this phenomenon, a kind of railway bridge inspection for going for various working environment is embodiments provided Car, the railway bridge-checking vehicle includes vehicle, and the bottom of the vehicle is provided with supporting leg.The number of supporting leg in a kind of preferred version Measure as 4, be separately positioned at four angles of the bottom of the vehicle.Wherein, the supporting leg includes the He of supporting leg main body 301 The first support member 302 being coaxially disposed with the supporting leg main body 301, one end of first support member 302 passes through first Support member driver element 303 is connected with the supporting leg main body 301, and the other end of first support member 302 is tip 308, institute Stating the first support member driver element 303 is used to drive first support member 302 along the axis direction of the supporting leg main body 301 Motion;First support member 302 is provided with the component of the second support member 304, and the component of the second support member 304 includes discoid The second support member 304 and the second support member driver element 305, second support member 304 is provided with and sophisticated 308 phase First groove 307 of matching, the second support member driver element 305 is used to drive second support member 304 to fasten or take off From first support member 302;Wherein, when second support member 304 is fastened with first support member 302, the point End 308 is embedded in first groove 307, and the plane and the supporting leg main body 301 at second support member 304 place Axis is vertical.
That is, work condition environment difference of the supporting leg provided in an embodiment of the present invention for Ballast track and non-fragment orbit Two support members (the first support member 302 and the second support member 304) are devised, in the course of the work, can be according to actual work Condition environmental selection is supported on the both sides of rail using the first support member 302 or the second support member 304 so that supporting leg can be suitable for In various working environment.
In addition, the automaticity in order to improve railway bridge-checking vehicle, is additionally provided with controller and sensor on vehicle 207, Sensor is used to detect the work condition environment information of railway bridge-checking vehicle, and the work condition environment information for detecting is sent to into controller, Controller controls the second support member driver element 305 and drives second support member 304 according to the work condition environment information Fasten or depart from first support member 302.For example, when work condition environment information corresponds to Ballast track, controller control institute Stating the second support member driver element 305 drives second support member 304 to depart from first support member 302, makes supporting leg profit The both sides of rail 201 are supported on the first support member 302;When work condition environment information corresponds to non-fragment orbit, controller control The second support member driver element 305 drives second support member 304 to fasten first support member 302, makes supporting leg The both sides of rail 201 are supported on using the second support member 304.
That is, in embodiments of the present invention railway bridge-checking vehicle has the identification function of work condition environment, railway bridge-checking vehicle Rail 201 can be supported on according to autonomous Selection utilization the first support member 302 of work condition environment or the second support member 304 that it is recognized Both sides, improve its automaticity.Wherein, the identification to work condition environment can be realized by following two modes.
In the first possible implementation, sensor includes image acquisition units, and described image collecting unit is used for The image information on the collection bridge surface corresponding with the bottom of the vehicle 207, and image information is sent to controller.It Afterwards, controller is analyzed to the image information, determines the work condition environment of the railway bridge-checking vehicle for Ballast track or without tiny fragments of stone, coal, etc. rail Road.Specifically potentially include, by described image information respectively with data base in store Ballast track or non-fragment orbit standard drawing As being contrasted, if described image information is higher with the standard picture similarity of Ballast track, it is determined that work condition environment is have the tiny fragments of stone, coal, etc. Track;Conversely, determining that work condition environment is non-fragment orbit.
In second possible implementation, by laser range finder bottom and the Ballast track of vehicle 207 are detected Trapezoidal railway roadbed 202, or the distance between the rectangular rail plate 204 or rectangular base seat board 206 of non-fragment orbit, and according to perpendicular to The distance difference that two test points on the direction of travel of vehicle 207 are detected determines the work condition environment of railway bridge-checking vehicle.
Specifically, the sensor includes first laser diastimeter 208 and second laser diastimeter 209, and described first swashs Optar 208 and the second laser diastimeter 209 are arranged on the bottom of the vehicle 207, the rail wheel of the vehicle 207 210 outside, and the line of the first laser diastimeter 208 and the second laser diastimeter 209 is perpendicular to the vehicle 207 direct of travel;The first laser diastimeter 208 and the second laser diastimeter 209 are used for towards away from the vehicle 207 direction transmitting laser beam, the plane that the laser beam is located perpendicular to the bottom of the vehicle 207.In order to reach preferably Detection results, should keep between the first laser diastimeter 208 and the second laser diastimeter 209 it is less away from From.In a kind of alternative embodiment, the distance of the first laser diastimeter 208 and the second laser diastimeter 209 is less than Or equal to 10cm.
Below in conjunction with Fig. 2 C- Fig. 2 E to first laser diastimeter 208 under different work condition environments and second laser diastimeter 209 The situation of change of the range information of collection is analyzed.
Fig. 2 C are that a kind of range finding of the laser range finder provided in an embodiment of the present invention in the work condition environment of Ballast track is shown It is intended to, as shown in Figure 2 C, first laser diastimeter 208 and second laser diastimeter 209 detect respectively it with trapezoidal railway roadbed 202 Vertical distance between inclined plane.Easy to understand, under the work condition environment, first laser diastimeter 208 and second laser are found range The range information of the collection of instrument 209 is bound to the presence of certain difference, due to first laser diastimeter 208 and second laser diastimeter 209 lateral separation is less, therefore the difference will not be very big.
Fig. 2 D are that a kind of range finding of the laser range finder provided in an embodiment of the present invention in the work condition environment of non-fragment orbit is shown It is intended to, as shown in Figure 2 D, first laser diastimeter 208 and second laser diastimeter 209 detect it with rectangular rail plate 204 Vertical distance between upper surface.Easy to understand, under the work condition environment, first laser diastimeter 208 and second laser are found range The range information of the collection of instrument 209 is equal, i.e., its range information difference is 0.
Correspondingly, when first laser diastimeter 208 and second laser diastimeter 209 detect it with rectangular base seat board 206 Upper surface between vertical distance when, first laser diastimeter 208 and second laser similar to the work condition environment shown in Fig. 2 D The range information of the collection of diastimeter 209 is equal, i.e., its range information difference is 0.
Fig. 2 E are range finding of another kind of laser range finder provided in an embodiment of the present invention in the work condition environment of non-fragment orbit Schematic diagram, as shown in Figure 2 E, first laser diastimeter 208 detection itself and the upper surface of rectangular base seat board 206 between it is vertical away from From second laser diastimeter 209 detects itself and the vertical distance between the upper surface of rectangular rail plate 204.Due to therebetween There is the thickness difference of a rectangular rail plate 204, therefore under the work condition environment, first laser diastimeter 208 and second laser The difference of the range information of the collection of diastimeter 209 is larger.
In sum, when the range information difference that first laser diastimeter 208 and second laser diastimeter 209 are gathered is 0 Or when larger, it may be determined that the work condition environment of railway bridge-checking vehicle is non-fragment orbit;Otherwise, it determines the operating mode ring of railway bridge-checking vehicle Border is Ballast track.
Based on the principle, in embodiments of the present invention controller determines that the work condition environment of railway bridge-checking vehicle is specifically included:Institute Controller is stated for calculating the range information that the first laser diastimeter 208 and the second laser diastimeter 209 are gathered Difference;When the difference is more than default first threshold and during less than default Second Threshold, the railway bridge-checking vehicle is determined Work condition environment is Ballast track;When the difference is less than or equal to default first threshold, or more than or equal to default the During two threshold values, the work condition environment for determining the railway bridge-checking vehicle is non-fragment orbit.Wherein, the first threshold can be 0.Figure 3A-3E is a kind of railway bridge-checking vehicle support leg structure schematic diagram provided in an embodiment of the present invention, and wherein Fig. 3 A are the first support member 302 and the view that departs from of the second support member 304, Fig. 3 D are the shape that the first support member 302 and the second support member 304 are fastened State schematic diagram.
As figs. 3 a-3 e, railway bridge-checking vehicle supporting leg provided in an embodiment of the present invention include supporting leg main body 301 and with The first support member 302 that the supporting leg main body 301 is coaxially disposed, one end of first support member 302 supports by first Part driver element 303 is connected with the supporting leg main body 301, and the other end of first support member 302 is tip 308, described First support member driver element 303 is used to drive first support member 302 to transport along the axis direction of the supporting leg main body 301 It is dynamic.
Wherein, supporting leg main body 301 is used to be connected to the bottom of railway bridge-checking vehicle, and the first support member 302 is used to be supported on On first supporting surface 203 of Ballast track.Specifically, when the work condition environment of railway bridge-checking vehicle is Ballast track, by the One support member driver element 303 drives first support member 302 to move to the direction of the first supporting surface 203.Due to first Support member 302 is tip 308 near one end of the first supporting surface 203, and the first supporting surface 203 is the loose face piled up by railway ballast, Therefore in the presence of the first support member driver element 303, the embedded (road of first supporting surface 203 of the first support member 302 can be caused The tiny fragments of stone, coal, etc.) it is interior up to ground, and then cause supporting leg that stable support is obtained in the work condition environment of Ballast track.
In addition, in order that supporting leg can be similarly obtained stable support in the work condition environment of non-fragment orbit, first The component of the second support member 304 is additionally provided with support member 302, the component of the second support member 304 is supported including discoid second Part 304, the second support member 304 is provided with the first groove 307 matched with tip 308, in the work condition environment of non-fragment orbit, The first support member 302 and the second support member 304 is made to fasten, embedded second support member 304 in tip 308 of the first support member 302 In first groove 307.In this case, when supporting leg is supported on the (rectangular rail of the both sides of rail 201 of the second supporting surface 205 The upper surface of plate 204 or rectangular base seat board 206) on when, the second support member 304 and the directly contact of the second supporting surface 205.Due to The bottom of two support members 304 is a plane, and the second supporting surface 205 is a horizontal plane, therefore the second support member 304 and second There is larger contact area between supporting surface 205, and then supporting leg is stablized in the work condition environment of non-fragment orbit Support.
Wherein, in order that supporting leg is flexibly switched in the work condition environment of Ballast track and non-fragment orbit, need Driver element is set for the second support member 304 so that the second support member 304 can neatly fasten or depart from the first support member 302。
Based on this, the component of the second support member 304 provided in an embodiment of the present invention also drives including the support member of connecting rod 306 and second Moving cell 305, one end of the connecting rod 306 is connected with the second support member driver element 305, the connecting rod 306 it is another End is connected with second support member 304, and the axis of the connecting rod 306 hangs down with the plane that first support member 302 is located Directly, the second support member driver element 305 is used to drive the connecting rod 306 to drive second support member 304 along first turn Axle swings, and the first rotating shaft is mutually perpendicular to the axis of the supporting leg main body 301.
Wherein, the second support member driver element 305, connecting rod 306, the second support member 304 and the first support member 302 Position relationship is configured to:When the second support member driver element 305 drives the second support member 304 to swing to the first extreme position When, the axis of the connecting rod 306 is parallel to each other with the axis of the supporting leg main body 301;When the second support member driver element 305 When driving the second support member 304 to swing to the second extreme position, the axis of the connecting rod 306 and the supporting leg main body 301 Axis is mutually perpendicular to.
It is easily understood that when the second support member 304 swings to the first extreme position (as shown in Figure 3 D), first supports The support member 304 of part 302 and second is fastened, it is adaptable to non-fragment orbit;When the second support member 304 swings to the second extreme position (as shown in Figure 3A), the first support member 302 and the second support member 304 depart from, it is adaptable to Ballast track.
But, first extreme position is swung to or by the first extreme position by the second extreme position in the second support member 304 During swinging to the second extreme position, can interfere with the first support member 302, as shown in FIGURE 3 E, cause the first support The support member 304 of part 302 and second cannot normally be fastened or departed from.
For this problem, in embodiments of the present invention, it is additionally provided with connecting rod 306 for driving the connecting rod 306 to extend Or the driver element of connecting rod 306 for shortening.Correspondingly, first limit position is swung to by the second extreme position in the second support member 304 Before putting, extended by the driver element drive link 306 of connecting rod 306, as shown in Figure 3 B, now, in the second support member 304 by During two extreme positions swing to the first extreme position or swing to the second extreme position by the first extreme position, second The support member 302 of support member 304 and first will not be interfered, as shown in Figure 3 C.Afterwards, the driver element drive link 306 of connecting rod 306 Shrink, it is as shown in Figure 3 D, real until the tip 308 of the first support member 302 is embedded in the first groove 307 of the second support member 304 The fastening of existing first support member 302 and the second support member 304.
Conversely, when the first support member 302 and the second support member 304 need to depart from, being driven by the driver element of connecting rod 306 first Dynamic connecting rod 306 extends, and reaches position as shown in Figure 3 C;Then the second support member is driven by the second support member driver element 305 304 swing to the second extreme position by the first extreme position, reach position as shown in Figure 3 B;Finally list is driven by connecting rod 306 First drive link 306 is shunk, and reaches the position shown in Fig. 3 A, realizes the disengaging of the first support member 302 and the second support member 304.
Although aforesaid way can realize fastening and the disengaging of the first support member 302 and the second support member 304, due to First support member 302 and the second support member 304 need the driver element drive link of connecting rod 306 when changing between the two states 306 elongations so that the conversion between two states needs larger space, but hollow in some specific environments of bridge maintenance Between it is limited, it is impossible to provide corresponding space for the elongation of connecting rod 306, and then cause the first support member 302 and the nothing of the second support member 304 Method is fastening and is departing from conversion between two states.Now, railway bridge can only be examined the environment that garage sails to spaciousness by human pilot In carry out State Transferring, then again by railway bridge inspection garage sail to home position, cause overhaul efficiency relatively low.
For this phenomenon, in the alternatively possible implementation of the present invention, the second support member 304 is designed as " Ω " Shape (as shown in Figure 4), is elastic component at the opening of second support member 304, former to its work below in conjunction with Fig. 5 A and Fig. 5 B Reason is illustrated.
Fig. 5 A and Fig. 5 B is another kind of railway bridge-checking vehicle support leg structure schematic diagram provided in an embodiment of the present invention, of the invention The structure basic simlarity of the embodiment shown in embodiment and Fig. 3 A-3E, its difference is, in embodiments of the present invention second Support member 304 is using the structure shown in Fig. 4.
When the second support member driver element 305 drives the second support member 304 to swing to the position shown in Fig. 5 A, first The support member 304 of support member 302 and second is interfered, but due to being elastic component at the opening of the second support member 304 so that second Support member driver element 305 can drive the second support member 304 to continue to swing, in this process the tip of the first support member 302 308 openings that can squeeze through the second support member 304, and then in the groove of the second support member 304 so that the first support member 302 and second support member 304 fasten, reach position as shown in Figure 5 B.Conversely, the first support member 302 and the second support member 304 The process of disengaging is similar to above-mentioned operation principle, will not be described here.
In embodiments of the present invention, during fastening or depart from due to the first support member 302 and the second support member 304 not Need connecting rod 306 stretch, it is therefore desirable to transformed space it is less.
Generally speaking, in the embodiment shown in Fig. 3 A-3E, because the second support member 304 is hard structure, in order to avoid First support member 302 and the second support member 304 are fastened or interfered during departing from, and connecting rod 306 is arranged in connecting rod 306 Driver element, drive link 306 is stretched.In the embodiment shown in Fig. 5 A and Fig. 5 B, because the second support member 304 is " Ω " It is elastic component at shape, and the opening of the second support member 304, even if the first support member 302 and the second support member 304 are interfered, The tip 308 of the first support member 302 can still squeeze through the opening of the second support member 304 so that the first support member 302 and second is supported Part 304 is fastened.
In a kind of preferred embodiment of the invention, in first support member 302 point pawls component, the point pawls component are provided with Including point pawls driver element 402 and point pawls 401, described sophisticated 308 side wall is provided with the through hole matched with the point pawls 401 403;The point pawls driver element 402 is used to drive the point pawls 401 to stretch out the through hole 403, or is contracted in the through hole 403 It is internal.
Fig. 6 is a kind of structural representation of point pawls provided in an embodiment of the present invention, as shown in fig. 6, in the embodiment of the present invention In, the quantity of point pawls 401 is 3, and accordingly, the quantity of the through hole 403 being engaged with point pawls 401 on tip 308 equally should For 3.Certainly, those skilled in the art can according to actual needs design the point pawls 401 and through hole 403 of other quantity, and such as 5 It is individual, 6 or 8 etc., it should fall under the scope of the present invention.
Fig. 7 A and Fig. 7 B are a kind of structural representation of first support member provided in an embodiment of the present invention, as shown in Figure 7 A, Under normal circumstances, point pawls 401 are contracted in inside through hole 403.When the first support member driver element 303 drives the first support member After in 302 embedded railway ballasts, point pawls driver element 402 drives point pawls 401 to stretch out the through hole 403, as shown in Figure 7 B, stretches into railway ballast Inside, can improve the earth-grasping force of the first support member 302, that is, improve the stability of support feet.Conversely, when the first support feet needs When packing up, first-selection drives point pawls 401 to be contracted to inside through hole 403 by point pawls driver element 402, and then the first support member drives single Unit 303 drives the first support member 302 to withdraw from railway ballast.
On the basis of said apparatus embodiment, the embodiment of the present invention additionally provides a kind of controlling party of railway bridge-checking vehicle Method, the method is applied to include the railway bridge-checking vehicle described in said apparatus embodiment that methods described includes:
When the work condition environment information that the sensor detects the railway bridge-checking vehicle is Ballast track, the controller The first work order is sent to the first support member driver element 303, first work order is used to indicate described first Support member driver element 303 drives the tip 308 of first support member 302 to stretch in the railway ballast of the Ballast track;
When the work condition environment that the sensor detects the railway bridge-checking vehicle is non-fragment orbit, the controller is to institute State the second support member driver element 305 and send the second work order, second work order is used to indicate that described second supports Part driver element 305 drives second support member 304 to fasten with first support member 304.
Preferably, second support member 304 is driven to support with described first in the second support member driver element 305 After part 304 is fastened, also include:
The controller to the first support member driver element 303 sends the 3rd work order, and the 3rd work refers to Make for indicating that the first support member driver element 303 drives first support member 302 to drive second support member 304 Extend, until second support member 304 props up the rectangular base seat board or rectangular rail plate of the rail both sides of the non-fragment orbit Upper surface.
Preferably, after the tip 308 of first support member 302 is stretched in the railway ballast of the Ballast track, also wrap Include:The controller to the point pawls driver element 402 sends the 4th work order, and the 4th work order is used to indicate institute Stating point pawls driver element 402 drives the point pawls 401 to stretch out the through hole 403.
The content of the method embodiment and device embodiment can be succinct in order to describe with cross-reference, will not be described here.
It should be noted that herein, the relational terms of such as " first " and " second " or the like are used merely to one Individual entity or operation make a distinction with another entity or operation, and not necessarily require or imply these entities or operate it Between there is any this actual relation or order.And, term " including ", "comprising" or its any other variant are intended to Cover including for nonexcludability, so that a series of process, method, article or equipment including key elements not only includes those Key element, but also including other key elements being not expressly set out, or also include for this process, method, article or set Standby intrinsic key element.In the absence of more restrictions, the key element for being limited by sentence "including a ...", it is not excluded that Also there is other identical element in the process including the key element, method, article or equipment.
The above is only the specific embodiment of the present invention, is made skilled artisans appreciate that or realizing this It is bright.Various modifications to these embodiments will be apparent to one skilled in the art, as defined herein General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, the present invention The embodiments shown herein is not intended to be limited to, and is to fit to and principles disclosed herein and features of novelty phase one The most wide scope for causing.

Claims (10)

1. a kind of railway bridge-checking vehicle, it is characterised in that including vehicle, the vehicle is provided with controller, sensor and supporting leg;
The supporting leg is arranged on the bottom of the vehicle, the supporting leg include supporting leg main body and with the supporting leg main body The first support member being coaxially disposed, one end of first support member is by the first support member driver element and the supporting leg master Body phase connects, and the other end of first support member is tip, and the first support member driver element is used to drive described first Support member is moved along the axis direction of the supporting leg main body;
First support member is provided with the second support body assembly, and second support body assembly is supported including discoid second Part and the second support member driver element, second support member is provided with the first groove matched with the tip, and described Two support member driver elements are used to drive second support member to fasten or depart from first support member;
Wherein, when second support member is fastened with first support member, the tip is embedded in first groove, and The plane that second support member is located is vertical with the axis of the supporting leg main body;
The controller is electrically connected with the sensor, the first support member driver element and the second support member driver element, described Sensor is used to detect the work condition environment information of the railway bridge-checking vehicle that the controller to be used for according to the work condition environment information Controlling the second support member driver element drives second support member to fasten or depart from first support member.
2. railway bridge-checking vehicle according to claim 1, it is characterised in that the sensor includes image acquisition units, institute State image acquisition units for gather the bridge surface corresponding with the vehicle bottom image information;
The controller is used to be analyzed described image information, determines the work condition environment of the railway bridge-checking vehicle.
3. railway bridge-checking vehicle according to claim 1, it is characterised in that the sensor include first laser diastimeter and Second laser diastimeter, the first laser diastimeter and the second laser diastimeter are arranged on the bottom of the vehicle, institute The rail wheel outside of vehicle is stated, and the line of the first laser diastimeter and the second laser diastimeter is perpendicular to the car Direct of travel;
The first laser diastimeter and the second laser diastimeter are used for towards the direction transmitting laser beam away from the vehicle, The plane that the laser beam is located perpendicular to the bottom of the vehicle;
The controller is used to carry out the range information of the first laser diastimeter and second laser diastimeter collection Analysis, determines the work condition environment of the railway bridge-checking vehicle.
4. railway bridge-checking vehicle according to claim 3, it is characterised in that the controller is used to survey the first laser Distance meter and the range information of second laser diastimeter collection are analyzed, and determine the work condition environment of the railway bridge-checking vehicle, Specifically include:
The controller is used to calculate the range information of the first laser diastimeter and second laser diastimeter collection Difference;
When the difference is more than default first threshold and during less than default Second Threshold, the work of the railway bridge-checking vehicle is determined Condition environment is Ballast track;
When the difference is less than or equal to default first threshold, or during more than or equal to default Second Threshold, determine institute The work condition environment for stating railway bridge-checking vehicle is non-fragment orbit.
5. railway bridge-checking vehicle according to claim 1, it is characterised in that second support body assembly also includes connecting rod, One end of the connecting rod is connected with the second support member driver element, the other end of the connecting rod and the second support member phase Connect, and the axis of the connecting rod is vertical with the plane that first support member is located;
The second support member driver element is used to drive the connecting rod to drive second support member to swing along first rotating shaft, institute State first rotating shaft to be mutually perpendicular to the axis of the supporting leg main body;
Wherein, in the first extreme position of the swing, the axis of the connecting rod is mutually put down with the axis of the supporting leg main body OK, in the second extreme position of the swing, the axis of the connecting rod is mutually perpendicular to the axis of the supporting leg main body.
6. railway bridge-checking vehicle according to claim 5, it is characterised in that the connecting rod includes connecting rod driver element, described Controller drives the connecting rod to elongate or shorten for controlling the connecting rod driver element.
7. railway bridge-checking vehicle according to claim 5, it is characterised in that second support member is " Ω " shape, described the It is elastic component at the opening of two support members.
8. the railway bridge-checking vehicle according to any one of claim 1-7, it is characterised in that be provided with point in first support member Claw assembly, the point pawls component includes point pawls driver element and point pawls, and the side wall at the tip is provided with and the point pawls phase The through hole matched somebody with somebody;
The controller is electrically connected with the point pawls driver element, and the controller is used to control the point pawls driver element driving The point pawls stretch out the through hole, or are contracted in inside the through hole.
9. a kind of control method of railway bridge-checking vehicle, it is characterised in that the railway bridge being applied to described in any one of claim 1-8 Inspection car, methods described includes:
When the work condition environment information that the sensor detects the railway bridge-checking vehicle is Ballast track, the controller is to institute State the first support member driver element and send the first work order, first work order is used to indicate that first support member drives Moving cell drives the tip of first support member to stretch in the railway ballast of the Ballast track;
When the work condition environment information that the sensor detects the railway bridge-checking vehicle is non-fragment orbit, the controller is to institute State the second support member driver element and send the second work order, second work order is used to indicate that second support member drives Moving cell drives second support member to fasten with first support member.
10. control method according to claim 9, it is characterised in that drive institute in the second support member driver element After stating the second support member and first support member fastening, also include:
The controller to the first support member driver element sends the 3rd work order, and the 3rd work order is used to refer to Show that the first support member driver element drives first support member to drive second support member to extend, until described second Support member props up the rectangular base seat board of the rail both sides of the non-fragment orbit or the upper surface of rectangular rail plate;At described first After the tip of support member is stretched in the railway ballast of the Ballast track, also include:
The controller to the point pawls driver element sends the 4th work order, and the 4th work order is described for indicating Point pawls driver element drives the point pawls to stretch out the through hole.
CN201710111595.1A 2017-02-28 2017-02-28 A kind of railway bridge-checking vehicle and its control method Expired - Fee Related CN106592425B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112900258A (en) * 2021-01-26 2021-06-04 广西建宏工程科技有限公司 Bridge inspect vehicle job stabilization nature monitoring devices

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Publication number Priority date Publication date Assignee Title
EP2455546A1 (en) * 2010-11-09 2012-05-23 Volkmann & Rossbach GmbH & Co. KG Post assembly for a protective plank construction and protective plank construction for securing tracks on structures
CN204752038U (en) * 2015-06-19 2015-11-11 河南宝起华东起重机有限公司 Hoist hydraulic leg
CN205892581U (en) * 2016-06-06 2017-01-18 梁协铭 Lorry crane landing leg that overturns
CN205934715U (en) * 2016-07-27 2017-02-08 株洲旭阳机电科技开发有限公司 Railway steel bridge roof beam overhauls machine

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2455546A1 (en) * 2010-11-09 2012-05-23 Volkmann & Rossbach GmbH & Co. KG Post assembly for a protective plank construction and protective plank construction for securing tracks on structures
CN204752038U (en) * 2015-06-19 2015-11-11 河南宝起华东起重机有限公司 Hoist hydraulic leg
CN205892581U (en) * 2016-06-06 2017-01-18 梁协铭 Lorry crane landing leg that overturns
CN205934715U (en) * 2016-07-27 2017-02-08 株洲旭阳机电科技开发有限公司 Railway steel bridge roof beam overhauls machine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112900258A (en) * 2021-01-26 2021-06-04 广西建宏工程科技有限公司 Bridge inspect vehicle job stabilization nature monitoring devices

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