CN220376154U - Flange link has hanger rail track device who prevents beat stable structure - Google Patents
Flange link has hanger rail track device who prevents beat stable structure Download PDFInfo
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- CN220376154U CN220376154U CN202322107904.1U CN202322107904U CN220376154U CN 220376154 U CN220376154 U CN 220376154U CN 202322107904 U CN202322107904 U CN 202322107904U CN 220376154 U CN220376154 U CN 220376154U
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- monorail crane
- rail
- crane track
- fixed
- tie
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 229910001285 shape-memory alloy Inorganic materials 0.000 claims abstract description 18
- 238000003466 welding Methods 0.000 claims abstract description 12
- 230000007246 mechanism Effects 0.000 claims abstract description 7
- 210000001503 joint Anatomy 0.000 claims description 19
- 230000006641 stabilisation Effects 0.000 claims description 5
- 238000011105 stabilization Methods 0.000 claims description 5
- 238000005728 strengthening Methods 0.000 claims 1
- 230000000087 stabilizing effect Effects 0.000 abstract description 5
- 230000006870 function Effects 0.000 abstract description 4
- 230000009471 action Effects 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 239000000956 alloy Substances 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005286 illumination Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Leg Units, Guards, And Driving Tracks Of Cranes (AREA)
Abstract
The utility model discloses a flange-linked hanger rail device with an anti-deflection stable structure, which relates to the technical field of hanger rail, and comprises a monorail crane rail, wherein vertical plates are symmetrically fixed on two sides of the top of the monorail crane rail through spot welding, and an anti-deflection mechanism is arranged on one side of each vertical plate; the high-strength bolts are connected with the connecting channel steel, the connecting beam and the side wall of the cover plate, and then the connecting beam on the external structure is connected with the connecting beams on two sides of the monorail hanging rail, and the shape memory alloy and the springs are arranged on the opposite surfaces of the vertical plate and the external structure, so that the function of stabilizing two sides of the monorail hanging rail is achieved, meanwhile, the monorail hanging rail can be corrected, the residual deformation of components and corresponding structures is effectively reduced, and the rail structure is quickly recovered after earthquake.
Description
Technical Field
The utility model relates to the technical field of hanger rail tracks, in particular to a hanger rail track device with a flange link and an anti-deflection stable structure.
Background
The method has the advantages that conditions are created for the operation of the monorail crane and the advantages of a newly built mine are combined, according to the conditions, the operation efficiency is improved for facilitating the operation of the monorail crane, and the requirements on pipelines and cable hangers in a roadway are met: firstly, cable hanging in a main roadway uses anchor rods and a trailing beam to hang cables and small wires in the middle of a top plate, a single-rail hanging beam is fixed by using a hanging plate mode, and the height between the hanging beam and the bottom plate is up to 2.6m; secondly, the whole lifting height of the pipeline is fixed on the roadway side, the height is not less than 1.9m, and the pipeline can be suitable for transporting large parts such as modern large-scale equipment fully-mechanized coal mining machines by using monorail cranes; the main roadway is established to perfect a monorail crane yard, a maintenance chamber and a replacement station, and is provided with sufficient illumination; thirdly, the gaps of all running roadways of the monorail crane must meet the requirements;
for the problems that the gap at the joint is large, and the vibration generated during the single rail lifting operation easily causes the track deflection and cannot be corrected by itself, so that the traffic is not smooth and the later high-speed running is influenced, and the deformation problem occurs in the middle position of the track under the action of gravity;
therefore, we propose a flange-linked hanger rail track device with an anti-deflection stabilizing structure.
Disclosure of Invention
The utility model aims to provide a flange-linked hanger rail device with an anti-deflection stable structure, which solves the problems that the gap at the joint of hanger rail connection is large and the vibration generated during the single rail lifting operation is easy to cause the deflection of the rail.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
a flange-linked hanger rail track device with an anti-deflection stable structure comprises a monorail crane track, wherein vertical plates are symmetrically fixed on two sides of the top of the monorail crane track through spot welding, and an anti-deflection mechanism is arranged on one side of each vertical plate;
the anti-deflection mechanism comprises a connecting beam, long round holes, connecting channel steel, fixing holes, a cover plate and high-strength bolts, wherein the connecting beam is fixed on one side of the vertical plate through spot welding, the long round holes are symmetrically formed in the connecting beam, the two long round holes are opposite in side and located on the connecting beam, the fixing holes are formed in the connecting channel steel in a sliding mode, the connecting channel steel is connected to the inner wall of the connecting beam in a connecting mode, the fixing holes are symmetrically formed in the connecting channel steel, the cover plate is sleeved on the outer wall of the connecting beam, the high-strength bolts are symmetrically arranged on one side of the cover plate, and one ends of the high-strength bolts penetrate through the cover plate, the connecting beam and the connecting channel steel respectively and are fixed on one side of the connecting channel steel through nuts.
Further, the two sides of the monorail crane track are symmetrically fixed with first butt flanges through spot welding, and the center of the top of the monorail crane track is fixed with second butt flanges through spot welding.
Furthermore, a positioning seat hole is formed in one side of the monorail crane track, a placing groove is formed in one side of the bottom of the monorail crane track, and high-strength bolts are arranged in the placing groove and the positioning seat hole.
Further, the top both sides of monorail crane track are fixed with the enhancement coupling shell through spot welding, the symmetry has been seted up on the riser and has been counterpointed the hole, and the quantity of counterpoint hole is 3, and two adjacent counterpoint holes just are located and have been seted up the lockhole on the riser, the hole corresponds the setting with the last hole of enhancement coupling shell.
Furthermore, a shape memory alloy is arranged in the lock hole, and a spring is sleeved and connected outside the shape memory alloy.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the utility model, the positioning seat hole is formed in the bottom of one side of the monorail crane track, the placing groove is formed in the bottom of the other side of the monorail crane track, when two monorail crane tracks are in butt joint, the bolts on the first butt joint flange are fixed, then a single high-strength bolt is plugged into the placing groove and finally connected into the positioning seat hole, the two ends of the tracks are connected through the butt joint flange, and the adjacent two tracks are fixedly connected into a whole through the combination of the high-strength bolts, so that the problems of large gap and unsmooth traffic in the traditional connection mode are solved;
2. in the utility model, the high-strength bolts are connected with the connecting beams on the two sides of the monorail hanging rail through the connecting channel steel, the connecting beams and the side walls of the cover plate, and the connecting beams on the outer structure are connected with the connecting beams on the two sides of the monorail hanging rail, and the shape memory alloy and the springs are arranged on the opposite surfaces of the vertical plate and the outer structure, so that the function of stabilizing the two sides of the monorail hanging rail is achieved, the function of correcting the monorail hanging rail is achieved, the residual deformation of components and the corresponding structure is effectively reduced, and the rail structure is quickly recovered after earthquake.
Drawings
FIG. 1 is a schematic view of a cross section of a hanger rail track apparatus with a flange link having an anti-yaw stabilization structure in accordance with the present utility model;
FIG. 2 is an enlarged schematic view of the structure A of FIG. 1 according to the present utility model;
FIG. 3 is a schematic view of the whole structure of the connecting beam of the present utility model;
FIG. 4 is a schematic view of a riser connection spring and shape memory alloy of the present utility model;
fig. 5 is a schematic view of the overall frame structure of the present utility model.
In the figure: 1. a monorail crane track; 2. a first docking flange; 3. positioning seat holes; 4. a placement groove; 5. a second docking flange; 6. reinforcing the connection shell; 7. a riser; 8. an alignment hole; 9. a lock hole; 10. an anti-deflection mechanism; 101. a connecting beam; 102. a slotted hole; 103. connecting channel steel; 104. a fixing hole; 105. a cover plate; 106. a high-strength bolt; 11. a spring; 12. a shape memory alloy.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-5, the present utility model provides a technical solution:
the rail hanging rail device comprises flanges which are welded at the upper parts of two ends of a rail for butt joint, a butt joint notch and a hole are formed in the lower part of the rail, two adjacent butt joint flanges with special functions are welded at the middle part of the rail, a deflection-preventing stabilizing device is welded at a specific position of the rail, the gap between connecting hanging rails is reduced, and meanwhile, the running overall stability of a single rail crane rail 1 is improved;
as shown in fig. 1 and 5, a first butt joint flange 2 is fixed on one side of the whole monorail crane rail 1 through bolts, and a second butt joint flange 5 is installed at the middle position of the monorail crane rail 1, wherein the first butt joint flange 2 adopts a single-sided 6-hole design, 3 groups of butt joint bolts are needed when the monorail crane rail 1 is in butt joint, the second butt joint flange 5 is positioned at the middle position of the monorail crane rail 1, and three holes on the second butt joint flange 5 are hanging bearing holes and are connected with other equipment, so that the bearing capacity of the rail is enhanced, the deformation of the middle position of the rail under the action of gravity is prevented, and the rail strength is enhanced;
the positioning seat hole 3 is formed in the bottom of one side of the monorail crane track 1, the placing groove 4 is formed in the bottom of the other side of the monorail crane track 1, when two sections of monorail crane tracks 1 are in butt joint, bolts on the first butt joint flange 2 are fixed, then a single high-strength bolt 106 is plugged into the placing groove 4 and finally connected into the positioning seat hole 3, two ends of the tracks are connected through the butt joint flange, and two adjacent tracks are fixedly connected into a whole through the combination of the high-strength bolts 106, so that the problems that a gap is large and the traffic is unsmooth in a traditional connection mode are solved;
the reinforced connecting shell 6 is symmetrically arranged on two sides of the top of the monorail crane track 1, holes are symmetrically formed on two sides of the reinforced connecting shell 6, vertical plates 7 are symmetrically fixed on two sides of the reinforced connecting shell 6, as shown in fig. 2, three alignment holes 8 are formed in the whole vertical plate 7 and are used for connecting bolts into the reinforced connecting shell 6, a lock hole 9 is formed between two adjacent alignment holes 8, a shape memory alloy 12 is arranged in the lock hole 9, the shape memory alloy 12 is an alloy material which can completely eliminate deformation of the shape memory alloy 12 at a lower temperature after heating and heating, the deformation of the shape memory alloy is recovered, a spring 11 is sleeved and fixed on the shape memory alloy 12, the spring 11 and the shape memory alloy 12 are combined, residual deformation of components and corresponding structures is effectively reduced, the structure is quickly recovered after vibration, and the other sides of the spring 11 and the shape memory alloy 12 are fixed on external equipment;
besides the arrangement of the springs 11 and the shape memory alloy 12, the anti-deflection mechanism 10 is arranged on one side of the vertical plate 7, the connecting beam 101 is fixed on one side of the vertical plate 7 through spot welding, the connecting beam 101 is shown in fig. 3, the connecting channel steel 103 and the cover plate 105 are respectively arranged on the inner side and the outer side of the connecting beam 101, oblong holes 102 are symmetrically formed in the connecting beam 101, fixing holes 104 are formed in the connecting beam 101 and between the oblong holes 102, the connecting channel steel 103, the connecting beam 101 and the cover plate 105 are connected together through the oblong holes 102 and the fixing holes 104, meanwhile, the connecting channel steel 103, the connecting beam 101 and the side wall of the cover plate 105 are connected with high-strength bolts 106, the connecting beam 101 on the outer structure is connected with the connecting beam 101 on two sides of the monorail crane track 1, meanwhile, the shape memory alloy 12 and the springs 11 are arranged on the opposite sides of the vertical plate 7 and the outer structure, accordingly the effect of stabilizing the two sides of the monorail crane track 1 can be achieved, meanwhile, residual deformation of the components and corresponding structures can be effectively reduced, the structure can be quickly restored after the monorail crane track 1 is vibrated, and the anti-deflection stability characteristic is achieved.
The working principle of the utility model is as follows:
firstly, fixing a second butt flange 5 to an external connection structure by using bolts, adjusting the distance between a connection beam 101 on the external connection structure and connection beams 101 on two sides of a monorail crane track 1, installing cover plate 105 connection channel steels 103 on the two connection beams 101, corresponding holes, fixing the cover plate 105 and the connection channel steels 103 on the connection beams 101 by using high-strength bolts 106, and installing shape memory alloy 12 sleeved with springs 11 between a vertical plate 7 and the external connection structure;
simultaneously, the two sides of the monorail crane rail 1 are further fixed to the bottoms of the external connecting structures by utilizing the bolts on the reinforced connecting shell 6, and for the two sides of the monorail crane rail 1, the monorail crane rail 1 on one side with the placing groove 4 is in butt joint with the monorail crane rail 1 with the positioning seat hole 3 and is fixed through the high-strength bolts 106.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a flange link has hanger rail track device who prevents beat stable structure, includes monorail crane track (1), its characterized in that: the two sides of the top of the monorail crane track (1) are symmetrically fixed with vertical plates (7) through spot welding, and an anti-deflection mechanism (10) is arranged on one side of each vertical plate (7);
anti-deflection mechanism (10) are including tie-beam (101), slotted hole (102), connecting channel-section steel (103), fixed orifices (104), apron (105) and high strength bolt (106), one side of riser (7) is fixed with tie-beam (101) through spot welding, and is located tie-beam (101) go up the symmetry and seted up slotted hole (102), two slotted hole (102) opposite side just is located and has seted up fixed orifices (104) on tie-beam (101), the inner wall sliding connection of tie-beam (101) has connecting channel-section steel (103), and is located and has seted up fixed orifices (104) on connecting channel-section steel (103) symmetry, the outer wall cover of tie-beam (101) is established and is connected with apron (105), one side symmetry of apron (105) is installed high strength bolt (106), and is located one end of high strength bolt (106) and runs through apron (105), tie-beam (101) and connecting channel-section steel (103) and is fixed with one side of connecting channel-section steel (103) through the nut respectively.
2. A flanged joint hanger rail apparatus with anti-yaw stabilization structure as claimed in claim 1, wherein: the two sides of the monorail crane track (1) are symmetrically fixed with a first butt joint flange (2) through spot welding, and the center of the top of the monorail crane track (1) is fixed with a second butt joint flange (5) through spot welding.
3. A flanged joint hanger rail apparatus with anti-yaw stabilization structure as claimed in claim 2, wherein: positioning seat holes (3) are formed in one side of the monorail crane track (1), a placing groove (4) is formed in one side of the bottom of the monorail crane track (1), and high-strength bolts (106) are arranged in the placing groove (4) and the positioning seat holes (3).
4. A flanged joint hanger rail apparatus having an anti-yaw stabilization structure as claimed in claim 3, wherein: the utility model discloses a monorail crane track, including monorail crane track (1), riser (7), connecting shell (6) are strengthened through spot welding is fixed with in the top both sides of monorail crane track (1), counterpoint hole (8) have been seted up to symmetry on riser (7), and the quantity of counterpoint hole (8) is 3, and adjacent two counterpoint hole (8) and be located and seted up lockhole (9) on riser (7), hole corresponds the setting on counterpoint hole (8) and the connecting shell (6) of strengthening.
5. The flanged joint hanger rail apparatus with anti-yaw stabilization structure of claim 4, wherein: shape memory alloy (12) is arranged in the lock hole (9), and a spring (11) is sleeved and connected outside the shape memory alloy (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322107904.1U CN220376154U (en) | 2023-08-07 | 2023-08-07 | Flange link has hanger rail track device who prevents beat stable structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322107904.1U CN220376154U (en) | 2023-08-07 | 2023-08-07 | Flange link has hanger rail track device who prevents beat stable structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220376154U true CN220376154U (en) | 2024-01-23 |
Family
ID=89561667
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322107904.1U Active CN220376154U (en) | 2023-08-07 | 2023-08-07 | Flange link has hanger rail track device who prevents beat stable structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220376154U (en) |
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2023
- 2023-08-07 CN CN202322107904.1U patent/CN220376154U/en active Active
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