CN201871530U - Anti-lateral-bending vertical roller of universal rail-beam rolling mill - Google Patents
Anti-lateral-bending vertical roller of universal rail-beam rolling mill Download PDFInfo
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- CN201871530U CN201871530U CN2010206174502U CN201020617450U CN201871530U CN 201871530 U CN201871530 U CN 201871530U CN 2010206174502 U CN2010206174502 U CN 2010206174502U CN 201020617450 U CN201020617450 U CN 201020617450U CN 201871530 U CN201871530 U CN 201871530U
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- edger roll
- rail
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- roll
- roller
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Abstract
The utility model discloses an anti-lateral-bending vertical roller of a universal rail-beam rolling mill, which structurally comprises a small vertical roller and a small vertical-roller box body, wherein one side of the small vertical roller is contacted with a rail rolled piece, the other side of the small vertical roller is contacted with two supporting rollers, and the center connecting line of the two supporting rollers is parallel to a rolling center line; and the small vertical roller and the two supporting rollers are all hinged in the small vertical-roller box body. The utility model has the advantages that: the defects in the prior art are overcome, vertical-roller contacted rolled pieces with unequal diameters are respectively selected at both sides of the rail head and the rail bottom of the rail rolled piece, the diameter of the vertical roller at the rail-head side is decreased to enable the contact arc length of the vertical roller to be equal to the contact arc length of the vertical roller at the rail-bottom side, and thereby the simultaneous steel occluding at both sides is realized, the lateral-bending problem of the rail rolled piece caused by occluding-steel dislocation is solved from an origin, the quality of the rail rolled piece is improved, and a reliable guarantee is particularly provided for rails in traffic transportation; and in addition, the small vertical roller with a smaller diameter at the rail-head side is pulled by a balancing device to be clung to the two supporting rollers, a rolling force is not born by a small vertical-roller bearing, the bearing with a small specification can be selected, and the cost is lowered.
Description
Technical field
The utility model relates to omnipotent girder and rail mill, particularly be the anti-lateral bending edger roll of omnipotent girder and rail mill.
Background technology
When adopting the roll out steel rail of universal rolling method, edger roll is very important on a rolling line parts, is under the jurisdiction of finish rolling district universal mill, and the rail head flange of rail that is used for width dimensions control and rail is shaped, and the structure of edger roll is directly connected to the quality and the precision of product.The omnipotent girder and rail mill of prior art makes the rail rolled piece have lateral bending because of the defective of edger roll structure, and the solution of generally using is by outlet guide lateral bending rail rolled piece to be aligned at present.This solution belongs to the scheme of taking stopgap measures, and does not solve the lateral bending problem from root, though the rail rolled piece is aligned, also makes the rail rolled piece stress occur and concentrates, and outlet guide can scratch rolled piece when aligning simultaneously, influences the quality of finish to gauge product; In addition, the outlet guide rate of wear is accelerated, and changes frequency and accelerates, and influences rhythm of production.Analyze the reason that the prior art girder and rail mill makes rail rolled piece lateral bending below in conjunction with accompanying drawing from structure and principle.
Fig. 6 is the vertical view of the omnipotent girder and rail mill list of prior art roller edger roll device; Fig. 7 is the D-D cutaway view among Fig. 6; Edger roll is stung steel dislocation area schematic about when Fig. 8 is the single roller edger roll of prior art device roll out steel rail rolled piece; Fig. 9 is the E-E cutaway view of Fig. 8, shows the rail head of section rail rolled piece and the position of the flange of rail.
As Fig. 6, shown in Figure 7, the roll structure of the omnipotent girder and rail mill roll out steel rail of prior art, its structure comprises: be positioned at the horizontal roller top roll 1 and the horizontal roller lower roll 2 that are rolled rail rolled piece 12 upper-lower positions; Be positioned at two edger roll devices of the horizontal roller top roll 1 and horizontal roller lower roll 2 left and right sides.Described two edger roll devices are the identical single roller edger roll device of structure.Single roller edger roll device of above-mentioned prior art comprises: big edger roll 16, big edger roll casing 17, big edger roll mandrel 18 and big edger roll bearing 19; Described big edger roll 16 is hinged on the big edger roll mandrel 18 by big edger roll bearing 19, and big edger roll mandrel 18 two ends are fixed in the big edger roll casing 17.
There is following defective in single roller edger roll device of above-mentioned prior art: at first, roll-force is passed to big edger roll bearing 19 by big edger roll 16, and big edger roll bearing 19 is passed to big edger roll mandrel 18 again, finally passes to big edger roll casing 17 by big edger roll mandrel 18.Because big edger roll bearing 19 bears whole roll-forces, its external diameter can be very big, causes big edger roll 16 diameters very big.Secondly, in actual rolling, because of when using rail rolled piece 12, main shock surface and rubbing surface are rail head 12a, this just requires, and rail head 12a must carry out big compression ratio when roll out steel rail rolled piece 12, when keeping rail head 12a identical,, make the edge-on roller drafts of rail head 12a greater than the edge-on roller of flange of rail 12b because of rail head 12a is different with flange of rail 12b sectional area with flange of rail 12b coefficient of draught.As Fig. 8, shown in Figure 9, owing to adopt left and right sides diameter identical and be centered close to single roller edger roll device roll out steel rail rolled piece 12 on the same straight line, because of the edge-on roller drafts of rail head 12a greater than the edge-on roller of flange of rail 12b, the big edger roll 16 of rail head 12a side is prior to the big edger roll 16 contact rail rolled pieces 12 of flange of rail 12b side, steel dislocation district I promptly appears stinging, sting steel dislocation district I at this, the actual big edger roll 16 of rail head 12a side that is presented as when rolling is pressed to rail head 12a, and the big edger roll 16 of flange of rail 12b side does not contact with rail rolled piece 12, metal flows to flange of rail 12b by rail head 12a, cause rail rolled piece 12 that lateral bending, i.e. rail rolled piece 12 sideslips take place; Cause the big compression ratio of rail head 12a to realize simultaneously, influenced product quality.
Summary of the invention
The purpose of this utility model is to overcome the deficiency of above-mentioned technology, provides a kind of two edger rolls that are positioned at the rail rolled piece left and right sides of realizing to sting steel simultaneously, solves the anti-lateral bending edger roll of the omnipotent girder and rail mill of rail rolled piece lateral bending.
The technical scheme that solves the problems of the technologies described above is: a kind of anti-lateral bending edger roll of omnipotent girder and rail mill, the anti-lateral bending edger roll of described omnipotent girder and rail mill comprises: little edger roll, little edger roll casing, described little edger roll one side contacts rail rolled piece, two backing rolls of little edger roll opposite side contact, the line of centres of two backing rolls is parallel to rolling centerline; Little edger roll and two backing rolls all are hinged in the little edger roll casing.
The utility model beneficial effect is: the utility model overcomes the defective of prior art, because the utility model contacts rolled piece at the rail head of rail rolled piece with the edger roll that flange of rail both sides select diameter not wait respectively, reduce the edger roll diameter of rail head side, make its contact arc length equal the edge-on roller of the flange of rail, the realization both sides are stung steel simultaneously, solve because of stinging the rail rolled piece lateral bending problem that the steel dislocation causes from root, improve rail rolled piece quality, the rail that is in particular communications and transportation provides reliable guarantee, the utility model can avoid occurring rail rolled piece lateral bending defective fully in the practice, provides the high-quality rail in particular for high ferro.
In addition, the less little edger roll of rail head side diameter is balanced the device pulling and is close to two backing rolls, and little edger roll bearing does not bear roll-force, can select the small dimension bearing for use, has reduced cost.
Description of drawings
Fig. 1 is the utility model vertical view;
Fig. 2 is an A-A cutaway view among Fig. 1;
Fig. 3 is that B-B revolves the cutaway view that turn 90 degrees among Fig. 1;
Fig. 4 is a C-C cutaway view among Fig. 2;
Fig. 5 is that edger roll was stung steel dislocation area schematic about the utility model mixed when joining rolling system rail rolled piece;
Fig. 6 is the vertical view of prior art universal mill list roller edger roll device;
Fig. 7 is the D-D cutaway view among Fig. 6;
Edger roll is stung steel dislocation area schematic about when Fig. 8 is the single roller edger roll of prior art device roll out steel rail rolled piece;
Fig. 9 is the E-E cutaway view of Fig. 8, shows the rail head of section rail rolled piece and the position of the flange of rail.
" sequence number explanation in the accompanying drawing "
1: the horizontal roller top roll; 2: the horizontal roller lower roll; 3: backing roll; 4: little edger roll; 5: bolt; 6: slide plate; 7: spring; 8: nut; 9: screw rod; 10: the backing roll mandrel; 11: little edger roll casing; 11a: go up boxboard; 11b: following boxboard; 12: the rail rolled piece; 12a: rail head; 12b: the flange of rail; 13: little edger roll mandrel; 14: little edger roll bearing; 15: supporting roller bearing; 16: big edger roll; 17: big edger roll casing; 18: big edger roll mandrel; 19: big edger roll bearing; I: sting steel dislocation district; O-O: rolling centerline.
The specific embodiment
Below in conjunction with accompanying drawing enforcement of the present utility model is further described.
Fig. 1 is the utility model vertical view; Fig. 2 is an A-A cutaway view among Fig. 1; Fig. 3 is that B-B revolves the cutaway view that turn 90 degrees among Fig. 1; Fig. 4 is a C-C cutaway view among Fig. 2.
As shown in the figure, the utility model provides a kind of anti-lateral bending edger roll of omnipotent girder and rail mill, the anti-lateral bending edger roll of described omnipotent girder and rail mill comprises: little edger roll 4, little edger roll casing 11, described little edger roll 4 one side contacts rail rolled pieces 12, the line of centres of 3, two backing rolls 3 of little edger roll 4 opposite sides two backing rolls of contact is parallel to rolling centerline O-O; Little edger roll 4 and two backing rolls 3 all are hinged in the little edger roll casing 11.
Described little edger roll 4 is arranged on the rail head 12a side of rail rolled piece 12; Big edger roll 16 greater than little edger roll 4 diameters is arranged on flange of rail 12b side, and described big edger roll 16 is hinged on the big edger roll mandrel 18, and big edger roll mandrel 18 two ends are fixed in the big edger roll casing 17.
Described little edger roll is equipped with two identical bascules of structure respectively in two ends about in the of 4, and described two bascules include: slide plate 6, screw rod 9, spring 7, bolt 5; Two sliding respectively joining on the last boxboard 11a and the slideway in the following boxboard 11b that is inserted into little edger roll casing 11 of slide plate 6, the medial surface that is inserted into two slide plates 6 on boxboard 11a and the following boxboard 11b is fluted respectively, and insert respectively in the groove of slide plate 6 medial surfaces at little edger roll mandrel 13 two ends that are hinged on little edger roll 4 centers; Described bolt 5 runs through slide plate 6 and is fitted in the screw on little edger roll mandrel 13 end faces; Described screw rod 9 is supported on respectively in boxboard 11a and the following boxboard 11b hole, and screw rod 9 one ends connect slide plate 6, and spring 7 is housed on the screw rod 9, and nut 8 is fitted in screw rod 9 ends and is pressed on the spring 7.
Described little edger roll 4 and two backing rolls 3 all are hinged on little edger roll casing 11 interior structures and are: the center of little edger roll 4 is provided with little edger roll mandrel 13, little edger roll mandrel 13 is fixed between two slide plates 6, two slide plates 6 are inserted on the last boxboard 11a and the slideway in the following boxboard 11b of little edger roll casing 11, between little edger roll 4 and little edger roll mandrel 13 little edger roll bearing 14 are housed; The center of described two backing rolls 3 is provided with backing roll mandrel 10, and backing roll mandrel 10 is fixed on the little edger roll casing 11, between backing roll 3 and backing roll mandrel 10 supporting roller bearing 15 is housed.
More particularly, little edger roll mandrel 13 two ends at the little edger roll of the utility model 4 centers connect two bascules, the little edger roll 4 of this bascule stretchy and two backing rolls 3 are adjacent to, roll-force directly reaches two backing rolls 3 by little edger roll 4, then pass to two supporting roller bearings 15 respectively by two backing rolls 3, pass to two backing roll mandrels 10 respectively by supporting roller bearing 15 again, finally pass to little edger roll casing 11 by two backing roll mandrels 10.In this process, little edger roll bearing 14 is not influenced by roll-force, its external diameter can change according to little edger roll 4 diameters, make little edger roll 4 diameters do little according to rolling needs, shortened the contact arc length of little edger roll 4 and rolled piece, make rail head 12a edger roll and flange of rail 12b edger roll sting steel simultaneously, avoided rail rolled piece 12 lateral bendings.
Be further elaborated below in conjunction with accompanying drawing.
Fig. 5 is that edger roll was stung steel dislocation area schematic about the utility model mixed when joining rolling system rail rolled piece 12; As Fig. 5, shown in Figure 9, during roll out steel rail rolled piece 12, the edger roll that rail rolled piece 12 left and right sides select for use diameter not wait, flange of rail 12b side adopts big edger roll 16, and rail head 12a side is used the little edger roll 4 of band backing roll 3 of the present utility model.The single roller edger roll of the prior art device that is compared to Fig. 8 is rolling, stings steel dislocation district I and disappears along with little edger roll 4 the reducing of diameter in left side.When actual rolling, big edger roll 16 contact arc lengths of the little edger roll 4 of rail head 12a side and flange of rail 12b side equate, it is synchronous that rail rolled piece 12 left and right sides edger rolls are stung steel, metal no longer flows to flange of rail 12b by rail head 12a, spread favourable direction but flow to rail head 12a flange of rail 12b, solved rail rolled piece lateral bending problem from principle, the utility model can avoid occurring rail rolled piece lateral bending defective fully in the practice.
Claims (4)
1. the anti-lateral bending edger roll of an omnipotent girder and rail mill, the anti-lateral bending edger roll of described omnipotent girder and rail mill comprises: little edger roll (4), little edger roll casing (11), it is characterized in that, described little edger roll (4) one side contacts rail rolled pieces (12), little edger roll (4) opposite side contact two backing rolls (3), the line of centres of two backing rolls (3) is parallel to rolling centerline (O-O); Little edger roll (4) and two backing rolls (3) all are hinged in the little edger roll casing (11).
2. according to the anti-lateral bending edger roll of the omnipotent girder and rail mill described in the claim 1, it is characterized in that described little edger roll (4) is arranged on rail head (12a) side of rail rolled piece (12); Big edger roll (16) greater than little edger roll (4) diameter is arranged on the flange of rail (12b) side, and described big edger roll (16) is hinged on the big edger roll mandrel (18), and big edger roll mandrel (18) two ends are fixed in the big edger roll casing (17).
3. according to the anti-lateral bending edger roll of the omnipotent girder and rail mill described in the claim 1, it is characterized in that, described little edger roll (4) two ends up and down is equipped with two identical bascules of structure respectively, and described two bascules include: slide plate (6), screw rod (9), spring (7), bolt (5); Described
Slide plate (6) is sliding respectively joins on the last boxboard (11a) and the slideway in the following boxboard (11b) that is inserted into little edger roll casing (11), the medial surface that is inserted into two slide plates (6) on boxboard (11a) and the following boxboard (11b) is fluted respectively, and insert respectively in the groove of slide plate (6) medial surface at little edger roll mandrel (13) two ends that are hinged on little edger roll (4) center; Described bolt (5) runs through slide plate (6) and is fitted in the screw on little edger roll mandrel (13) end face; Described screw rod (9) is supported on respectively in the hole of boxboard (11a) and following boxboard (11b), screw rod (9) one ends connect slide plate (6), spring (7) is housed on the screw rod (9), and nut (8) is fitted in screw rod (9) end and is pressed on the spring (7).
4. according to the anti-lateral bending edger roll of the omnipotent girder and rail mill described in the claim 1, it is characterized in that, the structure that described little edger roll (4) and two backing rolls (3) all are hinged in the little edger roll casing (11) is: the center of little edger roll (4) is provided with little edger roll mandrel (13), little edger roll mandrel (13) is fixed between two slide plates (6), two slide plates (6) are inserted on the last boxboard (11a) and the slideway in the following boxboard (11b) of little edger roll casing (11), between little edger roll (4) and little edger roll mandrel (13) little edger roll bearing (14) are housed; The center of described two backing rolls (3) is provided with backing roll mandrel (10), and backing roll mandrel (10) is fixed on the little edger roll casing (11), between backing roll (3) and backing roll mandrel (10) supporting roller bearing (15) is housed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206174502U CN201871530U (en) | 2010-11-23 | 2010-11-23 | Anti-lateral-bending vertical roller of universal rail-beam rolling mill |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206174502U CN201871530U (en) | 2010-11-23 | 2010-11-23 | Anti-lateral-bending vertical roller of universal rail-beam rolling mill |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201871530U true CN201871530U (en) | 2011-06-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206174502U Expired - Fee Related CN201871530U (en) | 2010-11-23 | 2010-11-23 | Anti-lateral-bending vertical roller of universal rail-beam rolling mill |
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| Country | Link |
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| CN (1) | CN201871530U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102059249A (en) * | 2010-11-23 | 2011-05-18 | 天津市中重科技工程有限公司 | Lateral-bending preventing vertical roll for universal rail-beam rolling mill |
-
2010
- 2010-11-23 CN CN2010206174502U patent/CN201871530U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102059249A (en) * | 2010-11-23 | 2011-05-18 | 天津市中重科技工程有限公司 | Lateral-bending preventing vertical roll for universal rail-beam rolling mill |
| CN102059249B (en) * | 2010-11-23 | 2012-07-04 | 天津市中重科技工程有限公司 | Lateral-bending preventing vertical roll for universal rail-beam rolling mill |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110622 Termination date: 20121123 |