CN116118811A - Open-close type maintenance platform for suspension type monorail train - Google Patents

Open-close type maintenance platform for suspension type monorail train Download PDF

Info

Publication number
CN116118811A
CN116118811A CN202211597389.3A CN202211597389A CN116118811A CN 116118811 A CN116118811 A CN 116118811A CN 202211597389 A CN202211597389 A CN 202211597389A CN 116118811 A CN116118811 A CN 116118811A
Authority
CN
China
Prior art keywords
train
platform
track
track beam
bogie
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202211597389.3A
Other languages
Chinese (zh)
Inventor
黎莎
王俊峰
刘广丹
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing Railway Institute of Mechanical and Electrical Engineering Group Co Ltd
Original Assignee
Beijing Railway Institute of Mechanical and Electrical Engineering Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing Railway Institute of Mechanical and Electrical Engineering Group Co Ltd filed Critical Beijing Railway Institute of Mechanical and Electrical Engineering Group Co Ltd
Priority to CN202211597389.3A priority Critical patent/CN116118811A/en
Publication of CN116118811A publication Critical patent/CN116118811A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B61RAILWAYS
    • B61KAUXILIARY EQUIPMENT SPECIALLY ADAPTED FOR RAILWAYS, NOT OTHERWISE PROVIDED FOR
    • B61K13/00Other auxiliaries or accessories for railways

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)

Abstract

The invention belongs to the technical field of train overhaul, and discloses a suspension type monorail train open-close type overhaul platform which comprises at least one overhaul strand, wherein the overhaul strand comprises a plurality of support beam frames, two-layer operation platforms and three-layer operation platforms which are arranged on the plurality of support beam frames and are different in installation height, the plurality of support beam frames are distributed at intervals along the running direction of a train, the two-layer operation platforms and the three-layer operation platforms extend horizontally along the running direction of the train, a train to be overhauled runs into the overhaul strand along a running track beam, travelling wheels of a bogie of the train roll along the three-layer operation platform roll and walk, the operation personnel stop after reaching a specified overhaul position, overhaul travelling wheels and related parts on the three-layer operation platform, and roof equipment at the connection position of the two-layer operation platform overhaul bogie and a roof. The maintenance platform can comprehensively maintain the whole roof position of the train by arranging the two-layer operation platform and the three-layer operation platform with different heights, improves maintenance efficiency and has high safety coefficient.

Description

Open-close type maintenance platform for suspension type monorail train
Technical Field
The invention relates to the technical field of train overhaul, in particular to an open-close type overhaul platform for a suspension type monorail train.
Background
The track of the suspended monorail train is above the train, and the train is suspended on the track beam for running. The suspension type monorail train develops to the upper space, has smaller occupied area and can solve the problem of urban road congestion.
The bogie and important equipment of the suspended monorail train are arranged at the roof position, and the daily overhaul and maintenance, bogie replacement and other equipment are carried out at the roof position. In the prior art, the maintenance platform of the suspended monorail train is a single-layer platform and is arranged beside a track beam of the suspended monorail train, and an operator climbs on the maintenance platform to maintain a bogie and roof equipment at the roof position. However, the height from the roof to the uppermost end of the bogie is large, the operator is difficult to comprehensively overhaul the whole roof position on a single-layer overhaul platform, overhaul obstacles exist, and the overhaul efficiency is low.
Disclosure of Invention
The invention aims to provide an open-close type maintenance platform for a suspension type monorail train, which can comprehensively maintain the whole roof position of the train and improve maintenance efficiency.
To achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a suspension type monorail train open-close type overhauls platform, includes at least one overhauls the stock way, it includes to overhaul the stock way:
the plurality of support beam frames are distributed at intervals along the running direction of the train to be overhauled, each support beam frame comprises a first installation beam at a first height and a second installation beam at a second height, and the first height is lower than the second height;
the two-layer operation platform is arranged above the foundation platform at intervals and horizontally extends along the running direction of the train to be overhauled, and is fixedly arranged on the first mounting beam;
the three-layer operation platform horizontally extends along the running direction of the train to be overhauled, is installed on the second installation beam and is in butt joint with the running track beam of the train to be overhauled, and the bogie of the train to be overhauled passes through the three-layer operation platform and is provided with travelling wheels, and the travelling wheels can roll on the table top of the three-layer operation platform to walk.
As the preferable scheme of the open-close type maintenance platform of the suspended monorail train, two layers of operation platforms are arranged on two opposite sides of the three layers of operation platforms along the width direction;
the two layers of working platforms of the two adjacent overhauling tracks are fixedly connected.
As the preferable scheme of the suspended monorail train open-close type maintenance platform provided by the invention, the maintenance station also comprises a transition track beam and a fixed beam frame, wherein the transition track beam is arranged between the three-layer operation platform and the driving track beam, one end of the transition track beam is connected with the support beam frame, the other end of the transition track beam is connected with the fixed beam frame and is in butt joint with the driving track beam, and a train to be maintained on the driving track beam drives into the three-layer operation platform through the transition track beam.
As a preferable scheme of the suspended monorail train open-close type maintenance platform provided by the invention, the three-layer operation platform comprises a plurality of track beam sections which are arranged along the running direction of a train to be maintained, wherein the track beam sections are arranged between two adjacent support beam frames, each track beam Duan Jun comprises a first track beam and a second track beam, and the first track beam and the second track beam are movably arranged on the second installation beam along the width direction of the first track beam and the second track beam so that the first track beam and the second track beam can be switched between an open state and a closed state;
in the closed state, the travelling wheels of the bogie of the train to be overhauled can be suspended on the first track beam and the second track beam in a rolling way;
under the open state, the bogie of the train to be overhauled can be driven by the hoisting equipment to run out through a gap between the first track beam and the second track beam.
As an preferable scheme of the open-close type maintenance platform for the suspended monorail train, the maintenance station further comprises a driving device for driving the first track beam and the second track beam to move relative to the second installation beam, and the driving device comprises:
the rotary driving piece is arranged on the support beam frame;
the synchronous belt mechanism comprises a driving belt wheel, a driven belt wheel and a synchronous belt, wherein the driving belt wheel is coaxially connected with the output end of the rotary driving piece, the driven belt wheel is rotatably arranged on the support beam frame, and the synchronous belt is sleeved on the driving belt wheel and the driven belt wheel and is connected with the first track beam or the second track beam.
As the preferable scheme of the open-close type maintenance platform of the suspended monorail train, the maintenance station also comprises a locking unit, the first track beam and the second track beam are locked on the support beam frame through the locking unit in the closed state, and the locking unit comprises:
the linear driving piece is arranged on the supporting beam frame;
the bolt is arranged at the output end of the linear driving piece;
the guide sleeve is arranged on the support beam frame, and the bolt is movably inserted into the guide sleeve along the axial direction of the bolt;
the positioning sleeves are arranged on the first track beam and the second track beam, the positioning sleeves are right opposite to the lower parts of the guide sleeves, and the bolts are detachably inserted into the positioning sleeves.
As the preferable scheme of the open-close type maintenance platform of the suspended monorail train, the outer side of the two-layer operation platform is provided with the first safety fence, and one side of the first track beam and one side of the second track beam, which are opposite to each other, are respectively provided with the second safety fence.
As the preferable scheme of the suspended monorail train open-close type maintenance platform provided by the invention, a plurality of bogie accommodating areas are arranged on the three-layer operation platform at intervals along the length direction of the three-layer operation platform, the bogie accommodating areas are in one-to-one correspondence with a plurality of bogies on a train to be maintained, each bogie accommodating area is positioned in an area between two adjacent supporting beam frames, the bogies on the train to be maintained are in one-to-one correspondence with the bogie accommodating areas, and the train to be maintained runs to a specified maintenance position.
As the preferable scheme of the open-close type maintenance platform of the suspended monorail train, the supporting beam frame further comprises a door-shaped frame, and the door-shaped frame is positioned above the three-layer operation platform so as to avoid the bogie of the train to be maintained.
As the preferable scheme of the open-close type maintenance platform of the suspended monorail train, the maintenance station also comprises a first crawling ladder and a second crawling ladder, wherein the first crawling ladder extends from the foundation platform to the two-layer operation platform, and the second crawling ladder extends from the two-layer operation platform to the three-layer operation platform.
The invention has the beneficial effects that:
the invention provides an open-close type maintenance platform of a suspension type monorail train, which is used for overhaul operation of the suspension type monorail train, wherein the train to be maintained enters a maintenance station channel in the maintenance platform along a running track beam, in particular, travelling wheels of a bogie of the train to be maintained roll along three layers of operation platforms and stop after reaching a specified maintenance position, namely, the train to be maintained is movably suspended on the three layers of operation platforms. The walking wheel and the related part of the bogie are positioned above the three-layer working platform, an operator can climb onto the three-layer working platform to carry out maintenance, a train to be overhauled is positioned below the three-layer working platform, and the height of the connecting position of the bogie and the train roof is positioned between the two-layer working platform and the three-layer working platform, so that the operator can climb onto the two-layer working platform to carry out maintenance on the connecting position of the bogie and the roof and roof equipment. The maintenance platform provided by the invention can comprehensively maintain the whole roof position of the train by arranging the two-layer operation platform and the three-layer operation platform with different heights, improves the maintenance efficiency and has high safety coefficient.
Drawings
FIG. 1 is a top view of a suspended monorail car open-close service platform provided in accordance with an embodiment of the present invention;
FIG. 2 is an isometric view of a suspended monorail open-close service platform provided in accordance with an embodiment of the present invention;
FIG. 3 is a side view of a suspended monorail car open-close service platform provided in accordance with an embodiment of the present invention;
FIG. 4 is a cross-sectional view taken along the direction A-A in FIG. 3;
FIG. 5 is a partial enlarged view at B in FIG. 4;
FIG. 6 is a partial view of a suspended monorail car open-close service platform provided in accordance with an embodiment of the present invention;
FIG. 7 is an enlarged view of a portion of FIG. 6 at C;
FIG. 8 is a partial enlarged view at D in FIG. 6;
FIG. 9 is a schematic view of a suspended monorail car when resting on an inspection platform.
In the figure:
1. a support beam frame; 2. a two-layer work platform; 3. three layers of operation platforms; 4. a transition rail beam; 5. fixing the beam frame; 6. a driving device; 7. a locking unit; 8. a first ladder; 9. a second ladder;
11. a first mounting beam; 12. a second mounting beam; 13. a door-shaped frame;
21. a first security fence;
31. a track beam section; 32. a second security fence;
311. a first rail beam; 312. a second rail beam; 313. a bogie accommodating area;
61. a rotary driving member; 62. a synchronous belt mechanism; 621. a driving pulley; 622. a synchronous conveyor belt;
71. a linear driving member; 72. a plug pin; 73. a guide sleeve; 74. a positioning sleeve;
100. a travel rail beam; 200. a train to be overhauled; 201. a bogie; 2011. and a walking wheel.
Detailed Description
The invention is described in further detail below with reference to the drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the invention and are not limiting thereof. It should be further noted that, for convenience of description, only some, but not all of the structures related to the present invention are shown in the drawings.
In the description of the present invention, unless explicitly stated and limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communicated with the inside of two elements or the interaction relationship of the two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art.
In the present invention, unless expressly stated or limited otherwise, a first feature "above" or "below" a second feature may include both the first and second features being in direct contact, as well as the first and second features not being in direct contact but being in contact with each other through additional features therebetween. Moreover, a first feature being "above," "over" and "on" a second feature includes the first feature being directly above and obliquely above the second feature, or simply indicating that the first feature is higher in level than the second feature. The first feature being "under", "below" and "beneath" the second feature includes the first feature being directly under and obliquely below the second feature, or simply means that the first feature is less level than the second feature.
In the description of the present embodiment, the terms "upper", "lower", "left", "right", and the like are orientation or positional relationships based on those shown in the drawings, merely for convenience of description and simplicity of operation, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the invention. Furthermore, the terms "first," "second," and the like, are used merely for distinguishing between descriptions and not for distinguishing between them.
As shown in fig. 1, 2 and 3, the present embodiment provides an open-close maintenance platform for a suspended monorail train, which is used for overhaul operation of the suspended monorail train. The suspended monorail train open-close type overhaul platform comprises at least one overhaul strand, wherein the overhaul strand comprises a support beam frame 1, a two-layer operation platform 2 and a three-layer operation platform 3.
Referring to fig. 1, 2 and 3, the support beam 1 is provided in plurality, and the plurality of support beams 1 are spaced apart along the traveling direction of the train 200 to be serviced. Referring to fig. 4, the support beam 1 includes a first mounting beam 11 at a first height and a second mounting beam 12 at a second height, the first height being lower than the second height. The two-layer operation platform 2 is arranged above the foundation platform at intervals and horizontally extends along the running direction of the train 200 to be overhauled, and the two-layer operation platform 2 is fixedly arranged on the first mounting beam 11. The three-layer operation platform 3 horizontally extends along the running direction of the train 200 to be overhauled, the three-layer operation platform 3 is installed on the second installation beam 12 and is in butt joint with the running track beam 100 of the train 200 to be overhauled, the steering frame 201 of the train 200 to be overhauled passes through the three-layer operation platform 3 and is provided with travelling wheels 2011, and the travelling wheels 2011 can roll on the table top of the three-layer operation platform 3.
Referring to fig. 4 and 5, the lower part of the bogie 201 is a wider installation part, which is connected with the roof of the train 200 to be overhauled, the middle part of the bogie 201 is a narrower part, a suspension gap is arranged on the three-layer working platform 3 along the travelling direction of the train 200 to be overhauled, the narrower part of the middle part of the bogie 201 passes through the suspension gap (the gap cannot pass through the wider installation part) and is connected with the travelling wheel 2011 on the upper part, and the travelling wheel 2011 drives the whole train 200 to be overhauled to advance when rolling and walking on the table top of the three-layer working platform 3.
When the suspended monorail train is overhauled, the train 200 to be overhauled is driven into an overhauling stock way in the overhauling platform along the running track beam 100, specifically, the travelling wheels 2011 of the bogie 201 of the train 200 to be overhauled roll along the three-layer working platform 3, and the train 200 to be overhauled is stopped after reaching a specified overhauling position, namely, the train 200 to be overhauled is movably suspended on the three-layer working platform 3. The travelling wheels 2011 and the related parts of the bogie 201 are positioned above the three-layer working platform 3, and operators can climb onto the three-layer working platform 3 for overhauling and maintenance. The train 200 to be overhauled is located below the three-layer working platform 3, and the height of the connecting position of the bogie 201 and the roof of the train 200 to be overhauled is located between the two-layer working platform 2 and the three-layer working platform 3, so that operators can climb onto the two-layer working platform 2 to overhauls and maintains the connecting position of the bogie 201 and the roof and roof equipment.
The maintenance platform that this embodiment provided through setting up the second floor work platform 2 and the three-layer work platform 3 of difference in height, can overhaul the whole roof position of waiting to overhaul train 200 comprehensively, improves maintenance efficiency, and factor of safety is high.
In this embodiment, referring to fig. 4, the first mounting beam 11 and the second mounting beam 12 are both horizontally disposed, so that the two-layer work platform 2 and the three-layer work platform 3 are ensured to extend horizontally. Two layers of working platforms 2 are arranged on two opposite sides of the three layers of working platforms 3 along the width direction, so that a plurality of operators can overhaul and maintain the roof position of the train 200 to be overhauled on the left side and the right side of the train 200 to be overhauled at the same time, and the overhauling efficiency is effectively improved.
Further, referring to fig. 1 and 2, in this embodiment, two overhauling tracks are arranged side by side, each overhauling track includes two working platforms on the left and right sides, and two layers of working platforms 2 close to each other are fixedly connected, so as to improve the stability of the whole overhauling platform. The two overhauling tracks are used for overhauling operation of the suspended monorail train, and the two overhauling tracks are not mutually influenced.
In other embodiments, a specific number of maintenance tracks can be set according to requirements, and two adjacent layers of operation platforms 2 in two adjacent maintenance tracks are fixedly connected, so that the whole maintenance platform is stable and firm.
In this embodiment, as shown in fig. 1, 2 and 3, the service track further includes a first ladder stand 8 and a second ladder stand 9. The first cat ladder 8 extends to the two-layer operation platform 2 from the foundation platform, and the second cat ladder 9 extends to the three-layer operation platform 3 from the two-layer operation platform 2, so that operators can climb to the two-layer operation platform 2 from the foundation platform and climb to the three-layer operation platform 3 from the two-layer operation platform 2 conveniently. Further, the left and right sides of the three-layer operation platform 3 are respectively provided with a second crawling ladder 9 which extends to the two-layer operation platforms 2 on the left and right sides respectively, so that operators can conveniently shuttle. The two-layer operation platform 2 positions where two maintenance tracks are connected are provided with a first ladder stand 8, and the two-layer operation platform 2 positions where two maintenance tracks are not connected are respectively provided with a first ladder stand 8 which extends to a foundation platform, so that operators can climb onto any two-layer operation platform 2 through the corresponding first ladder stand 8.
Referring to fig. 1, 2 and 3, the maintenance track further comprises a transition track beam 4 and a fixed beam frame 5, the transition track beam 4 is arranged between the three-layer working platform 3 and the driving track beam 100, one end of the transition track beam 4 is connected with the supporting beam frame 1, the other end of the transition track beam 4 is connected to the fixed beam frame 5 and is in butt joint with the driving track beam 100, and a train 200 to be maintained on the driving track beam 100 is driven into the three-layer working platform 3 through the transition track beam 4. The arrangement of the transition track beam 4 realizes the butt joint between the three-layer operation platform 3 and the running track beam 100 so that the train 200 to be overhauled smoothly enters an overhauling stock way. The arrangement of the fixed beam frame 5 provides a mounting foundation for the transition track beam 4, and ensures that the transition track beam 4 can horizontally extend and is stable and firm.
Referring to fig. 4 and 6, the support beam 1 further includes a door frame 13, and the door frame 13 is located above the three-layer work platform 3 to avoid the bogie 201 of the train 200 to be serviced. The door frame 13 is connected to the upper side of the second installation beam 12, and an inner space thereof can allow the bogie 201 to pass therethrough so that the train 200 to be serviced smoothly travels to a designated service position. In addition, the door-shaped frame 13 can improve the strength and bearing capacity of the whole support beam frame 1 and avoid overload deformation of the support beam frame 1.
Referring to fig. 2 and 6, the three-layered work platform 3 includes a plurality of rail beam sections 31 arranged along the traveling direction of the train 200 to be serviced, the rail beam sections 31 being disposed between adjacent two support beam frames 1, each rail beam section 31 including a first rail beam 311 and a second rail beam 312. The first rail beam 311 and the second rail beam 312 are each movably provided on the second mounting beam 12 in the width direction thereof so that the first rail beam 311 and the second rail beam 312 can be switched between an open state and a closed state. That is, the first rail beam 311 and the second rail beam 312 may be close to and distant from each other in the width direction. In the closed state, the travelling wheels 2011 of the bogie 201 of the train 200 to be overhauled are suspended on the first rail beam 311 and the second rail beam 312 in a rolling travelling manner; in the open state, the bogie 201 of the train 200 to be serviced can be transported out through the gap between the first rail beam 311 and the second rail beam 312 under the drive of the hoisting device.
The first rail beam 311 and the second rail beam 312 are initially in a closed state. When the train 200 to be overhauled needs to be overhauled, the train enters an overhauling stock way along the running track beam 100, the bogie 201 of the train 200 to be overhauled is hung on the first track beam 311 and the second track beam 312 which are in the closed state, and the train is stopped after running to a specified overhauling position along the first track beam 311 and the second track beam 312. Specifically, referring to fig. 5, the left and right traveling wheels 2011 and 2011 of the bogie 201 roll on the first and second rail beams 311 and 312, respectively, until a designated service position is reached. After stopping, the AGV trolley carries the car body support frame tool to move along the appointed direction, enters the lower part of the train 200 to be overhauled and adjusts the pose, lifts upwards after being accurately aligned with the lifting point of the car body frame of the train 200 to be overhauled, slightly lifts the whole car, then, an operator dismantles the bogie 201 and the car body at the two-layer operation platform 2, and the hoisting equipment hangs the bogie 201 to release the load applied on the first track beam 311 and the second track beam 312 by the bogie 201. Then, the first rail beam 311 and the second rail beam 312 are moved away from each other to switch to the open state, the lifting device lifts the bogie 201, moves the bogie 201 out of the maintenance platform after passing through the gap between the first rail beam 311 and the second rail beam 312, lifts the new fault-free bogie 201 to the upper part of the train 200 to be maintained, and then the operator installs the new bogie 201 on the two-layer work platform 2 to the roof of the train 200 to be maintained. After the bogie 201 is installed, the first rail beam 311 and the second rail beam 312 are closed.
It should be noted that, a gap still exists between the first rail beam 311 and the second rail beam 312 in the closed state, so as to penetrate through a narrower portion in the middle of the bogie 201. When the connection between the lower portion of the bogie 201 and the roof of the train 200 to be serviced is removed, the first rail beam 311 and the second rail beam 312 are opened to enlarge the gap, allow the wider lower portion of the bogie 201 to pass through the gap, and move out of the service platform under the lifting of the lifting device.
Referring to fig. 6 and 7, the service track further comprises a drive device 6 for driving the first rail beam 311 and the second rail beam 312 in relation to the second mounting beam 12, the drive device 6 comprising a rotary drive 61 and a timing belt mechanism 62. Wherein the rotary driving member 61 is provided on the support beam 1; the timing belt mechanism 62 includes a driving pulley 621, a driven pulley, and a timing belt 622 (parallel to the second mounting beam 12), the driving pulley 621 is coaxially connected to the output end of the rotation driving member 61, the driven pulley is rotatably disposed on the support beam 1, and the timing belt 622 is sleeved on the driving pulley 621 and the driven pulley and is connected to the first track beam 311 or the second track beam 312. After the pressure on the first track beam 311 and the second track beam 312 is unloaded (the AGV trolley supports the train 200 to be overhauled, the lifting device lifts the bogie 201, the train 200 to be overhauled is not hung on the first track beam 311 and the second track beam 312 any more), the rotation driving piece 61 is started, the rotation driving piece 61 drives the driving pulley 621 to rotate, and then the driving pulley 621 drives the driven pulley to rotate through the synchronous conveyor belt 622, the extending direction of the synchronous conveyor belt 622 is consistent with the width direction of the first track beam 311 and the second track beam 312, and in the conveying process, the first track beam 311 and the second track beam 312 can be driven to move relative to the second installation beam 12, so that the opening and closing of the first track beam 311 and the second track beam 312 are realized.
In the present embodiment, both ends of the first rail beam 311 in the length direction and both ends of the second rail beam 312 in the length direction are provided with the above-described rotation driving piece 61 and timing belt mechanism 62 so as to provide sufficient power for the opening and closing movement of the first rail beam 311 and the second rail beam 312.
In other embodiments, the driving device 6 may also use a chain transmission mechanism, a rack and pinion mechanism, etc. to perform transmission, and is not limited to the synchronous belt mechanism 62 in this embodiment, as long as the first rail beam 311 and the second rail beam 312 can be driven to move relative to the second mounting beam 12, so as to implement opening and closing.
Further, the support beam frame 1 is further provided with a position sensor, which is used for detecting whether the first track beam 311 and the second track beam 312 move in place, and the position sensor transmits a signal after moving in place, and the electronic control unit sends out an instruction to perform the next step.
In this embodiment, after the first rail beam 311 and the second rail beam 312 are reclosed, locking is required to enable the train to safely exit the maintenance platform. Referring to fig. 6 and 8, the opening and closing rail apparatus further includes a locking unit 7, and the first rail beam 311 and the second rail beam 312 are locked to the support beam 1 by the locking unit 7 in a closed state. The locking unit 7 includes a linear driving member 71 and a latch 72, the linear driving member 71 is fixedly provided on the door frame 13 of the support beam frame 1, and an output end thereof is connected to the latch 72 to drive the latch 72 to move up and down, thereby being detachably inserted with the first rail beam 311 or the second rail beam 312 to lock or release the first rail beam 311 and the second rail beam 312.
Further, the locking unit 7 further comprises a guide sleeve 73 and a positioning sleeve 74, the guide sleeve 73 is arranged on the support beam frame 1, the positioning sleeves 74 are arranged on the first track beam 311 and the second track beam 312, the positioning sleeve 74 is arranged under the corresponding guide sleeve 73, and the bolt 72 is movably inserted into the guide sleeve 73 along the axial direction of the bolt 72 and is detachably inserted into the corresponding positioning sleeve 74. The axial direction of the guide sleeve 73 is consistent with the driving direction of the linear driving member 71 and the axial direction of the latch 72, and can provide a precise guiding function for the up-and-down movement of the latch 72. When the first rail beam 311 and the second rail beam 312 are moved to the closed state, the positioning sleeve 74 is vertically opposite to the guide sleeve 73, and the latch 72 is moved downward to be inserted into the positioning sleeve 74.
Referring to fig. 6, both ends of the first rail beam 311 and the second rail beam 312 in the length direction are provided with locking units 7 so that they are firmly locked.
Referring to fig. 3 and 4, the outer side of the two-layered work platform 2 is provided with a first safety fence 21, and the sides of the first rail beam 311 and the second rail beam 312 facing away from each other are provided with a second safety fence 32, and when the first rail beam 311 and the second rail beam 312 move to open and close, the second safety fence 32 moves accordingly. The arrangement of the first safety fence 21 and the second safety fence 32 can ensure the safety of operators and avoid the operators from falling accidentally.
Referring to fig. 1 and 6, a plurality of bogie accommodating areas 313 are arranged on the three-layer working platform 3 at intervals along the length direction thereof, the bogie accommodating areas 313 are in one-to-one correspondence with the bogies 201 on the train to be overhauled 200, each bogie accommodating area 313 is located in an area between two adjacent supporting beam frames 1, and when the bogies 201 on the train to be overhauled 200 are located in the bogie accommodating areas 313 in one-to-one correspondence, the train to be overhauled 200 is driven to an appointed overhauling position. The arrangement of the bogie accommodating areas 313 can indicate the parking positions of the trains 200 to be overhauled on the overhauling platform, and further, as each bogie accommodating area 313 is located in the area between two adjacent supporting beam frames 1, when the bogies 201 are lifted and disassembled by using the lifting equipment, the bogies 201 can be lifted up directly and vertically without lifting after horizontal movement. That is, after the train to be serviced 200 is parked to the designated service position, the bogie 201 does not interfere with the door type frame 13 of the support beam frame 1 in the vertical direction, and the door type frame 13 does not block the vertical lifting of the bogie 201, as in the state shown in fig. 9.
Considering the arrangement mode of the bogie 201 on the train, in this embodiment, the multiple supporting beam frames 1 in the overhaul stand are distributed in a non-equidistant and divided manner, so that the vertical lifting, moving out and installing operations of all roof equipment and the bogie 201 can be realized.
It is to be understood that the above examples of the present invention are provided for clarity of illustration only and are not limiting of the embodiments of the present invention. Various obvious changes, rearrangements and substitutions can be made by those skilled in the art without departing from the scope of the invention. It is not necessary here nor is it exhaustive of all embodiments. Any modification, equivalent replacement, improvement, etc. which come within the spirit and principles of the invention are desired to be protected by the following claims.

Claims (10)

1. The utility model provides a suspension type monorail train open-close type overhauls platform which characterized in that, including at least one overhauls the stock way, it includes to overhaul the stock way:
the system comprises a plurality of support beam frames (1), wherein the support beam frames (1) are distributed at intervals along the running direction of a train (200) to be overhauled, the support beam frames (1) comprise a first installation beam (11) at a first height and a second installation beam (12) at a second height, and the first height is lower than the second height;
the two-layer working platform (2) is arranged above the foundation platform at intervals and horizontally extends along the running direction of the train (200) to be overhauled, and the two-layer working platform (2) is fixedly arranged on the first mounting beam (11);
the three-layer operation platform (3) horizontally extends along the running direction of the train (200) to be overhauled, the three-layer operation platform (3) is installed on the second installation beam (12) and is in butt joint with the running track beam (100) of the train (200) to be overhauled, the bogie (201) of the train (200) to be overhauled passes through the three-layer operation platform (3) and is provided with the travelling wheel (2011), and the travelling wheel (2011) can roll on the mesa of the three-layer operation platform (3).
2. The overhead monorail train openable and closable service platform according to claim 1, wherein the two-layer work platform (2) is provided on both sides of the three-layer work platform (3) opposite in the width direction;
the two layers of operation platforms (2) of the two adjacent overhaul tracks are fixedly connected.
3. The overhead monorail train open-close type maintenance platform according to claim 1, wherein the maintenance track further comprises a transition track beam (4) and a fixed beam frame (5), the transition track beam (4) is arranged between the three-layer operation platform (3) and the driving track beam (100), one end of the transition track beam (4) is connected with the supporting beam frame (1), the other end of the transition track beam (4) is connected to the fixed beam frame (5) and is in butt joint with the driving track beam (100), and a train (200) to be maintained on the driving track beam (100) is driven into the three-layer operation platform (3) through the transition track beam (4).
4. A suspended monorail train on-off service platform according to claim 1, characterized in that the three-layer work platform (3) comprises a plurality of track beam sections (31) arranged along the travelling direction of the train (200) to be serviced, the track beam sections (31) being arranged between two adjacent support beam frames (1), each track beam section (31) comprising a first track beam (311) and a second track beam (312), the first track beam (311) and the second track beam (312) being each movably arranged on the second mounting beam (12) in the width direction thereof, so that the first track beam (311) and the second track beam (312) can be switched between an open state and a closed state;
in the closed state, the travelling wheels (2011) of the bogie (201) of the train (200) to be overhauled are suspended on the first track beam (311) and the second track beam (312) in a rolling manner;
in the open state, the bogie (201) of the train (200) to be overhauled can be driven by the hoisting equipment to be transported out through a gap between the first track beam (311) and the second track beam (312).
5. A suspended monorail car on-off service platform as claimed in claim 4, wherein said service track further comprises a drive means (6) for driving said first rail beam (311) and said second rail beam (312) in movement relative to said second mounting beam (12), said drive means (6) comprising:
a rotation driving member (61) provided on the support beam (1);
the synchronous belt mechanism (62) comprises a driving belt wheel (621), a driven belt wheel and a synchronous conveyor belt (622), wherein the driving belt wheel (621) is coaxially connected with the output end of the rotary driving piece (61), the driven belt wheel is rotatably arranged on the support beam frame (1), and the synchronous conveyor belt (622) is sleeved on the driving belt wheel (621) and the driven belt wheel and is connected with the first track beam (311) or the second track beam (312).
6. The overhead monorail car open-close service platform according to claim 4, wherein the service track further comprises a locking unit (7), the first rail beam (311) and the second rail beam (312) being locked to the support beam frame (1) in the closed state by the locking unit (7), the locking unit (7) comprising:
a linear driving member (71) provided on the support beam (1);
the bolt (72) is arranged at the output end of the linear driving piece (71);
the guide sleeve (73) is arranged on the support beam frame (1), and the bolt (72) is movably inserted into the guide sleeve (73) along the axial direction of the bolt;
the positioning sleeve (74), all be provided with on first track roof beam (311) with second track roof beam (312) positioning sleeve (74), positioning sleeve (74) just set up in the below of uide bushing (73), bolt (72) with positioning sleeve (74) detachably peg graft.
7. The overhead monorail train openable and closable service platform according to claim 4, wherein a first safety fence (21) is provided on the outer side of the two-layer work platform (2), and a second safety fence (32) is provided on the sides of the first rail beam (311) and the second rail beam (312) facing away from each other.
8. The overhead monorail train openable and closable service platform according to any one of claims 1 to 7, wherein a plurality of bogie accommodating areas (313) are provided on the three-layer working platform (3) at intervals along the length direction thereof, the plurality of bogie accommodating areas (313) are in one-to-one correspondence with a plurality of bogies (201) on a train to be serviced (200), each bogie accommodating area (313) is located in an area between two adjacent supporting beam frames (1), and when the plurality of bogies (201) on the train to be serviced (200) are located in the plurality of bogie accommodating areas (313) in one-to-one correspondence, the train to be serviced (200) is driven to a designated service position.
9. A suspended monorail car on-off service platform according to any one of claims 1-7, characterized in that the supporting beam frame (1) further comprises a door-shaped frame (13), the door-shaped frame (13) being located above the three-layer work platform (3) to avoid the bogie (201) of the train (200) to be serviced.
10. The overhead monorail car open-close service platform according to any one of claims 1-7, wherein the service track further comprises a first ladder stand (8) and a second ladder stand (9), the first ladder stand (8) extending from the foundation platform to the two-layer work platform (2), the second ladder stand (9) extending from the two-layer work platform (2) to the three-layer work platform (3).
CN202211597389.3A 2022-12-12 2022-12-12 Open-close type maintenance platform for suspension type monorail train Pending CN116118811A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202211597389.3A CN116118811A (en) 2022-12-12 2022-12-12 Open-close type maintenance platform for suspension type monorail train

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202211597389.3A CN116118811A (en) 2022-12-12 2022-12-12 Open-close type maintenance platform for suspension type monorail train

Publications (1)

Publication Number Publication Date
CN116118811A true CN116118811A (en) 2023-05-16

Family

ID=86301877

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202211597389.3A Pending CN116118811A (en) 2022-12-12 2022-12-12 Open-close type maintenance platform for suspension type monorail train

Country Status (1)

Country Link
CN (1) CN116118811A (en)

Similar Documents

Publication Publication Date Title
US4249467A (en) Mobile apparatus for receiving and laying as assembled track switch or crossing section
CN211543559U (en) Wheel changing system
JP2789052B2 (en) Aerial cableway equipment
RU2088720C1 (en) Track section transportation device
CN102991978B (en) Self-propelling car system
CN213328698U (en) Prefabricated member mounting equipment for high-speed railway bridge deck system
CN108382942B (en) Double-deck car elevator
CN112046544A (en) Temporary repair turning wheel warehouse structure of zero-ground urban railway maintenance base and operation method
CN108842612B (en) Bridge operation platform car
RU2072015C1 (en) Device for laying and replacing members of railway track and method for replacing members of railway track
CN209942318U (en) Air-rail stereo garage adjusting system
RU172481U1 (en) Two-level modular overpass for maintenance and current repair of rolling stock
CN116118811A (en) Open-close type maintenance platform for suspension type monorail train
CN218839447U (en) Open-close type maintenance platform of suspension type monorail train
CN111172869A (en) Variable-beam-height bridge inspection vehicle
RU2267418C1 (en) Method of carrying passenger and loads by monorail transport system
CN214141300U (en) Special double-beam bridge crane for metallurgy
CN211687992U (en) Movable shield tunnel construction operation platform with lifting equipment
CN212953978U (en) Bridge deck hoisting and transporting multifunctional vehicle for high-speed railway construction
CN210454796U (en) Road-crossing vehicle system
CN110293979B (en) Road crossing vehicle system
CN218933767U (en) Open-close type track device and train maintenance platform
CN216971775U (en) Bidirectional movement's preventer transports and hangs
CN213446116U (en) Gate well sharing binary channels maintenance system
KR100449498B1 (en) Heavy truss building method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination