CN204040918U - Train type rig translating device double rail type track base - Google Patents
Train type rig translating device double rail type track base Download PDFInfo
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- CN204040918U CN204040918U CN201420473710.1U CN201420473710U CN204040918U CN 204040918 U CN204040918 U CN 204040918U CN 201420473710 U CN201420473710 U CN 201420473710U CN 204040918 U CN204040918 U CN 204040918U
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- girder
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- lower wing
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Abstract
The utility model provides a kind of train type rig translating device double rail type track base, comprises two girders, has nine bond pads crossbeams between two girders, every root girder is provided with an one steel rail; Girder is made up of girder upper flange affixed successively, support webs and girder lower wing plate, and lower wing plate width is wider than upper flange; Welding beam is made up of welding beam web, welding beam upper flange and welding beam lower wing plate, the top edge of every block welding cantilever diaphragm is all connected with a block welding crossbeam upper flange, be connected with upper cover plate above welding beam upper flange, welding beam upper flange both sides are affixed with the girder upper flange in two girders respectively; Every block welding cantilever diaphragm is gone to the bottom and is all connected with a block welding crossbeam lower wing plate, is connected with lower cover below welding beam lower wing plate, and welding beam lower wing plate both sides are affixed with the girder lower wing plate in two girders respectively.This track base adopts double rail type structure and trapezoidal reinforcing plate structure, effectively reduces continental rise stress, protects continental rise well.
Description
Technical field
The utility model belongs to oil-well drilling equipment technical field, the train type translation device used when relating to a kind of translation oil drilling, particularly a kind of train type rig translating device double rail type track base.
Background technology
In oil drilling industry, the normal train type translation device that adopts carrys out Integral transporting rig.When carrying out rig whole movement, not needing any parts on rigging down, bringing great convenience to the movement of rig.The train type translation device of rig can accomplish the large area with earth surface, the pressure to ground when greatly reducing drilling-machine shifter and work.Discharge more piece translating device successively according to the position of pre-well-digging eye, just can well realize rig whole movement.
Track base is one of vitals in train type translation device.Existing track base is primarily of standard rail, welding square chest beam and welding guide rail base three part composition.This track base is monorail, and when rig movement, it is bigger than normal that monorail structure easily causes track base to act on the stress of continental rise, causes local heavily stressed, spoiled soil structure.And, the girder of the welding guide rail base of this kind of track base is welding H-bar, and girder gusset is rectangular slab, is unfavorable for stress effective left and right diffusion in girder when rig works, cause track base to pass to the Stress non-homogeneity of continental rise, continental rise local stress excessive causing is destroyed.
Summary of the invention
The purpose of this utility model is to provide a kind of train type rig translating device double rail type track base, to reduce rig at the stress moved and to continental rise under work two states, available protecting continental rise.
For achieving the above object, the technical scheme that the utility model adopts is: a kind of train type translation device double rail type track base, comprise two girders be arranged side by side, nine bond pads crossbeams are provided with between these two girders, every root girder is provided with an one steel rail, rail vertical centering control axis and the dead in line of girder vertical centering control; Girder comprises the girder upper flange and girder lower wing plate that be arranged in parallel up and down, girder upper flange by the support webs that vertically arranges and girder lower wing plate affixed, girder lower wing plate width is wider than upper flange; Welding beam is made up of welding beam web, welding beam upper flange and welding beam lower wing plate, the top edge of every block welding cantilever diaphragm is all connected with a block welding crossbeam upper flange, be connected with upper cover plate above welding beam upper flange, welding beam upper flange both sides are affixed with the girder upper flange in two girders respectively; Every block welding cantilever diaphragm is gone to the bottom and is all connected with a block welding crossbeam lower wing plate, is connected with lower cover below welding beam lower wing plate, and welding beam lower wing plate both sides are affixed with the girder lower wing plate in two girders respectively.
The utility model train type rig translating device double rail type track base adopts double track structure, effectively reduces the heavily stressed problem of continental rise, well protects continental rise.
Accompanying drawing explanation
Fig. 1 is the structural representation of existing monorail track base.
Fig. 2 is the front view of the utility model double rail type track base.
Fig. 3 is the profile of the utility model double rail type track base.
In figure: 1. rail, 2. rail location-plate, 3. bolt, 4. block, 5. upper cover plate, 6. welding beam upper flange, 7. girder upper flange, 8. the gusset of band chain ear connecting plate, 9. trapezoidal gusset, 10. inner reinforced plate, 11. support webs, 12. girder lower wing plates, 13. welding beam lower wing plates, 14. lower covers, 15. welding beams, 16. girders, the location gusset of 17. weld side cover plates, 18. ear plate bases, 19. bi-lug plate, 20. first locating pieces, 21. second locating pieces, 22. monaural plates, 23. lifting otic placodes, 24. welding guide rail bases, 25. welding square chest beams, 26. side cover plates.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in detail.
As Fig. 1, existing monorail track base, comprises welding guide rail base 24, and welding guide rail base is made up of the welding beam between two, left and right girder and this two girders; Be provided with welding square chest beam 25 in the middle part of welding guide rail base 24 above, welding square chest beam 25 is welded by i iron and two long slabs; Welding square chest beam 25 is provided with standard rail 1.This track base is monorail, and when rig movement, it is bigger than normal that monorail structure easily causes track base to act on the stress of continental rise, spoiled soil structure.And, the girder welding guide rail base 24 in this kind of track base is welding H-bar, and gusset is rectangular slab, is unfavorable for stress effective left and right diffusion in girder when rig works, cause track base to pass to the Stress non-homogeneity of continental rise, the excessive formation of continental rise local stress is destroyed.The utility model provides a kind of structure double rail type track base as shown in Figures 2 and 3, comprise two girders 16 be arranged side by side, girder 16 comprises the girder upper flange 7 and girder lower wing plate 12 that be arranged in parallel up and down, girder upper flange 7 is affixed with girder lower wing plate 12 by the support webs 11 vertically arranged, the width of lower wing plate 12 is greater than the width of upper flange 7, and girder upper flange 7, support webs 11 and girder lower wing plate 12 form trapezoidal welding H-bar structure.The vertical centering control axes coincide of the vertical centering control axis of support webs 11 and the vertical centering control axis of girder upper flange 7 and girder lower wing plate 12; Two girders 16 are separately installed with an one steel rail 1, the vertical centering control axis of rail 1 and the vertical centering control dead in line of girder 16.Be provided with 9 bond pads crossbeams 15 between two girders 16, along the length direction of support webs 11, the spacing between two adjacent groups welding beam 15 is equal; Welding beam 15 is made up of welding beam web, welding beam upper flange 6 and welding beam lower wing plate 13, and every block welding cantilever diaphragm is all processed with lightening hole; The top edge of every block welding cantilever diaphragm is all connected with a block welding crossbeam upper flange 6, and all welding beams 15 are provided with upper cover plate 5, and upper cover plate 5 is positioned at above welding beam upper flange 6, and affixed with welding beam upper flange 6; Every block welding cantilever diaphragm lower limb is all connected with a block welding crossbeam lower wing plate 13, and all welding beams 13 have lower cover 14, and lower cover 14 is positioned at below welding beam lower wing plate 13, and affixed with welding beam lower wing plate 13.The both sides of welding beam upper flange 6 are affixed with the girder upper flange 7 of two girders 16 respectively, the both sides of welding beam lower wing plate 13 are affixed with the girder lower wing plate 12 of two girders 16 respectively, and the both sides of a block welding cantilever diaphragm are affixed with one piece of support webs 11 in two girders 16 respectively.
To be in same cross section with the welding beam web of the second bond pads crossbeam 15 in nine bond pads crossbeams 15 and the welding beam web of the 8th bond pads crossbeam 15, two girders 16 are respectively equipped with band chain ear connecting plate gusset 8 away from the side of welding beam 15; The location gusset 17 that the welding beam web of all the other seven bond pads crossbeams 15 is in same cross section, two girders 16 are respectively equipped with weld side cover plate away from the side of welding beam 15, weld side cover plate 26 between the location gusset 17 of adjacent two block welding side cover plates; Between adjacent two welding beams 15, support webs 11 is provided with two pieces of trapezoidal inner reinforced plates 10 towards the side of welding beam 15, and between adjacent two welding beams 15, support webs 11 is provided with trapezoidal gusset 9 away from the side of welding beam 15; One piece of inner reinforced plate 10 and one piece of trapezoidal gusset 9 are in same vertical plane, and inner reinforced plate 10 and trapezoidal gusset 9 are right-angled trapezium gusset; All gussets are all affixed with girder upper flange 7, girder lower wing plate 12 and support webs 11; Upper cover plate 5 is connected with four pieces of lifting otic placodes 23; One end of girder 16 is provided with bi-lug plate 19, and bi-lug plate 19 is affixed by ear plate base 18 and girder 16, and the centre position being provided with the welding beam 15 that bi-lug plate 19 one end is arranged in the same way with girder 16 is provided with the first locating piece 20; The other end of girder 16 is provided with monaural plate 22, and monaural plate 22 can be sold with bi-lug plate 19 and be connected, and monaural plate 22 is affixed by ear plate base 18 and girder 16; The centre position being provided with the welding beam 15 that monaural plate 22 one end is arranged in the same way with girder 16 is provided with the second locating piece 21, second locating piece 21 and can cooperatively interacts with the first locating piece 20 and be connected.
The main structure body of two girders 16 and nine bond pads crossbeams 15 composition welding guide rail base is main stress structure.Welding guide rail base two ends are also respectively arranged with locating piece and are connected otic placode.Locating piece before and after welding guide rail base be connected otic placode and all can coordinate, be convenient to the connection between multiple track base.
The utility model track base adopts double rail type structure, and rail 1 adopts the standard rail that railway line uses.Two one steel rails 1 are arranged on vertical central axis line position on two girders 16 respectively.Be fixed on girder 16 by rail location-plate 2, bolt 3 and block 4.The problem that the continental rise local stress that this double rail type structure causes when can solve drilling-machine shifter is too high.
The cross sectional shape of trapezoidal gusset 9 and inner reinforced plate 10 is right-angled trapezium; namely up-narrow and down-wide; and trapezoidal gusset 9 and inner reinforced plate 10 are symmetricly set in the both sides of support webs 11; this kind of combination effectively can spread the power that on guide rail, rig transmission comes; be conducive to effective transmission of load, play the effect of protection continental rise.To optimize structure form.
When using the utility model double rail type track base mobile drill: be connected needing the utility model double rail type track base of quantity successively at assigned address with hanging device, at drilling-machine shifter initially and formed between drilling-machine shifter destination one " railway ", by second locating piece 21 location fit of the first locating piece 20 elder generation on a track base with another track base, after having located, the bi-lug plate 19 belonging to the former just can be sold with the monaural plate 22 belonging to the latter and is connected.Rig is moved integrally to target location afterwards by existing rig whole movement method.So the utility model track base in use can connect arbitrarily between two, enhances practicality.
Finally should be noted that; above embodiment is only in order to illustrate the technical solution of the utility model but not restriction to the utility model protection domain; although be explained in detail the utility model with reference to preferred embodiment; those of ordinary skill in the art is to be understood that; can modify to the technical solution of the utility model or equivalent replacement, and not depart from essence and the scope of technical solutions of the utility model.
Claims (1)
1. a train type rig translating device double rail type track base, it is characterized in that, comprise two girders (16) be arranged side by side, nine bond pads crossbeams (15) are provided with between these two girders (16), every root girder (16) is provided with an one steel rail (1), rail (1) vertical centering control axis and girder (16) vertical centering control dead in line; Girder (16) comprises the girder upper flange (7) and girder lower wing plate (12) that be arranged in parallel up and down, girder upper flange (7) is affixed with girder lower wing plate (12) by the support webs (11) vertically arranged, and lower wing plate (12) width is wider than upper flange (7); Welding beam (15) is made up of welding beam web, welding beam upper flange (6) and welding beam lower wing plate (13), the top edge of every block welding cantilever diaphragm is all connected with a block welding crossbeam upper flange (6), welding beam upper flange (6) is connected with upper cover plate (5) above, and welding beam upper flange (6) both sides are affixed with the girder upper flange (7) in two girders (16) respectively; Every block welding cantilever diaphragm is gone to the bottom and is all connected with a block welding crossbeam lower wing plate (13), welding beam lower wing plate (13) is connected with lower cover (14) below, and welding beam lower wing plate (13) both sides are affixed with the girder lower wing plate (12) in two girders (16) respectively.
2. train type rig translating device double rail type track base according to claim 1, it is characterized in that, one end of girder (16) is provided with bi-lug plate (19); The centre position being provided with the welding beam (15) that bi-lug plate (19) one end is arranged in the same way with girder (16) is provided with the first locating piece (20), and the other end of girder (16) is provided with monaural plate (22); The centre position being provided with the welding beam (15) that monaural plate (22) one end is arranged in the same way with girder (16) is provided with the second locating piece (21), during use, second locating piece (21) cooperatively interacts with the first locating piece (20) and is connected, and monaural plate (22) is sold with bi-lug plate (19) and is connected.
3. train type rig translating device double rail type track base according to claim 1, is characterized in that, the vertical centering control axes coincide of the vertical centering control axis of support webs (11), the vertical centering control axis of girder upper flange (7) and girder lower wing plate (12).
4. train type rig translating device double rail type track base according to claim 1, it is characterized in that, between adjacent two welding beams (15), support webs (11) is provided with two pieces of trapezoidal inner reinforced plates (10) towards the side of welding beam (15), and between adjacent two welding beams (15), support webs (11) is provided with trapezoidal gusset (9) away from the side of welding beam (15); One piece of inner reinforced plate (10) is in same vertical plane with one piece of trapezoidal gusset (9); Inner reinforced plate (10) and trapezoidal gusset (9) are right-angled trapezium gusset.
5. train type rig translating device double rail type track base according to claim 1, is characterized in that, rail (1) adopts the standard rail that railway line uses.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420473710.1U CN204040918U (en) | 2014-08-21 | 2014-08-21 | Train type rig translating device double rail type track base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420473710.1U CN204040918U (en) | 2014-08-21 | 2014-08-21 | Train type rig translating device double rail type track base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204040918U true CN204040918U (en) | 2014-12-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420473710.1U Expired - Fee Related CN204040918U (en) | 2014-08-21 | 2014-08-21 | Train type rig translating device double rail type track base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204040918U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104709298A (en) * | 2015-04-01 | 2015-06-17 | 四川宏华石油设备有限公司 | Novel train translation device guide rail support |
| CN105696940A (en) * | 2016-03-22 | 2016-06-22 | 四川宏华石油设备有限公司 | Horizontal movement device of drilling machine and novel drilling machine comprising horizontal movement device |
-
2014
- 2014-08-21 CN CN201420473710.1U patent/CN204040918U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104709298A (en) * | 2015-04-01 | 2015-06-17 | 四川宏华石油设备有限公司 | Novel train translation device guide rail support |
| CN104709298B (en) * | 2015-04-01 | 2018-02-06 | 四川宏华石油设备有限公司 | A kind of train translating device track base |
| CN105696940A (en) * | 2016-03-22 | 2016-06-22 | 四川宏华石油设备有限公司 | Horizontal movement device of drilling machine and novel drilling machine comprising horizontal movement device |
| CN105696940B (en) * | 2016-03-22 | 2018-06-19 | 四川宏华石油设备有限公司 | A kind of drilling machine translating device and the driller comprising the translating device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141224 Termination date: 20210821 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |