CN219692531U - Resistance to compression combination formula deep sea flange structure - Google Patents
Resistance to compression combination formula deep sea flange structure Download PDFInfo
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- CN219692531U CN219692531U CN202320652678.2U CN202320652678U CN219692531U CN 219692531 U CN219692531 U CN 219692531U CN 202320652678 U CN202320652678 U CN 202320652678U CN 219692531 U CN219692531 U CN 219692531U
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- deep sea
- fixedly connected
- sea flange
- ring
- corrosion
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- 230000006835 compression Effects 0.000 title claims abstract description 16
- 238000007906 compression Methods 0.000 title claims abstract description 16
- 238000005260 corrosion Methods 0.000 claims abstract description 24
- 230000000694 effects Effects 0.000 abstract description 5
- 230000002035 prolonged effect Effects 0.000 abstract description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
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- Pressure Vessels And Lids Thereof (AREA)
Abstract
The utility model discloses a compression-resistant combined deep sea flange structure, which comprises a deep sea flange main body, wherein an annular groove is formed in the deep sea flange main body, a plurality of sliding sleeves are fixedly connected to the bottom end of the annular groove, sliding columns are slidably connected to the inner walls of the sliding sleeves, springs are fixedly connected to the inner walls of the bottom ends of the annular groove, the top ends of the springs are fixedly connected to the bottom ends of the sliding columns, stress plates are fixedly connected to the top ends of the sliding columns, connecting plates are fixedly connected to the inner ends and the outer ends of the sliding columns, a second limiting ring is fixedly connected to one end of the inner side of the connecting plate, the compression-resistant combined deep sea flange main body has a compression-resistant effect through the arrangement of the sliding columns, the sliding sleeves and the springs, the sliding columns can be limited through the first limiting rings and the second limiting rings, the sliding columns are prevented from being separated from the sliding sleeves, and anti-corrosion rings and the anti-corrosion plates are arranged on the outer sides of the deep sea flange main body, so that the deep sea flange main body has a certain anti-corrosion capacity, and the purposes of high compression resistance and prolonged service life are achieved.
Description
Technical Field
The utility model relates to the technical field of flanges, in particular to a compression-resistant combined deep sea flange structure.
Background
Flanges, also called flange discs or flanges, are parts of the connection between pipes, for connection between pipe ends, also useful in equipment ports, for connection between two equipment, while some flanges are used in deep sea for connection of deep sea equipment.
The existing deep-sea flange is lack of the condition of bearing high pressure for a long time in the use process and is in the deep sea for a long time, so that the deep-sea flange is easy to corrode.
Disclosure of Invention
Aiming at the defects existing in the prior art, the utility model aims to provide a compression-resistant combined deep-sea flange structure which has the functions of resisting deep-sea pressure and corrosion resistance, thereby prolonging the service life of the deep-sea flange.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a resistance to compression combination formula deep sea flange structure, includes the deep sea flange main part, the inside ring channel that is provided with of deep sea flange main part, a plurality of sliding sleeves of ring channel bottom fixedly connected with, the equal sliding connection of sliding sleeve inner wall has the traveller, the equal fixedly connected with spring of ring channel bottom inner wall, the equal fixedly connected with in the traveller bottom in spring top, the equal fixedly connected with atress board in traveller top, the equal fixedly connected with connecting plate in both ends inside and outside the traveller, inboard connecting plate inboard one end fixedly connected with second spacing ring, outside connecting plate outside one end fixedly connected with first spacing ring, both ends inner wall all runs through and is fixed with a plurality of intercommunication rings about the deep sea flange main part.
The utility model is further provided with: the anti-corrosion plate is fixedly connected to the top end of the deep sea flange main body, and the inner walls of the top ends of the anti-corrosion plates are sleeved on the outer wall of the sliding column.
The utility model is further provided with: the top of the corrosion-resistant plate corresponds to the upper part of the communication ring and is provided with first through holes, and the diameter of each first through hole is larger than that of the communication ring.
The utility model is further provided with: the anti-corrosion ring is fixedly connected to the outer wall of the deep sea flange main body, and the top end of the anti-corrosion ring is fixedly connected to the outer side of the bottom end of the anti-corrosion plate.
The utility model is further provided with: the top of atress board top corresponds the top of intercommunication ring and all is provided with the second through-hole, the diameter of second through-hole is greater than first through-hole diameter.
The utility model is further provided with: the middle part of the top end of the stress plate is provided with a mounting hole, and the diameter of the mounting hole is larger than the inner diameter of the deep sea flange main body.
The utility model is further provided with: the communication rings are uniformly arranged at the top end of the annular groove.
The utility model has the advantages that:
the deep sea flange main body has the compression-resistant effect through the arrangement of the sliding column, the sliding sleeve and the spring, the sliding column can be limited through the first limiting ring and the second limiting ring, the sliding sleeve is prevented from being separated, and the anti-corrosion ring and the anti-corrosion plate are arranged on the outer side of the deep sea flange main body, so that the deep sea flange main body has certain anti-corrosion capacity, and the service life of the deep sea flange main body is prolonged.
Drawings
FIG. 1 is a top perspective view of a pressure-resistant composite deep sea flange structure according to the present utility model;
FIG. 2 is a front perspective view of a pressure-resistant composite deep sea flange structure according to the present utility model;
FIG. 3 is a schematic perspective view of the inner structure of a deep sea flange body of a compression-resistant combined type deep sea flange structure according to the present utility model;
FIG. 4 is a schematic perspective view of a cross-sectional structure of a sliding sleeve of a pressure-resistant combined deep-sea flange structure according to the present utility model;
in the figure: 1. a deep sea flange body; 2. a first through hole; 3. a communication ring; 4. an anti-corrosion ring; 5. an anti-corrosion plate; 6. a second through hole; 7. a force-bearing plate; 8. a mounting hole; 9. a spool; 10. an annular groove; 11. a connecting plate; 12. a sliding sleeve; 13. a first stop collar; 14. a second limiting ring; 15. and (3) a spring.
Detailed Description
It should be noted that, without conflict, the embodiments of the present utility model and features of the embodiments may be combined with each other. The utility model will be described in detail below with reference to the drawings in connection with embodiments.
It is noted that all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this utility model belongs unless otherwise indicated.
In the present utility model, unless otherwise indicated, the terms "upper" and "lower" are used generally with respect to the directions shown in the drawings, or with respect to the vertical, vertical or gravitational directions; also, for ease of understanding and description, "left, right" is generally directed to the left, right as shown in the drawings; "inner and outer" refer to inner and outer relative to the outline of the components themselves, but the above-described orientation terms are not intended to limit the present utility model.
Referring to fig. 1-4, the present utility model provides the following technical solutions:
the utility model provides a resistance to compression combination formula deep sea flange structure, including deep sea flange main part 1, the inside ring channel 10 that is provided with of deep sea flange main part 1, ring channel 10 bottom fixedly connected with a plurality of sliding sleeves 12, the equal sliding connection of sliding sleeve 12 inner wall has the traveller 9, the equal fixedly connected with spring 15 of ring channel 10 bottom inner wall, spring 15 top equal fixed connection is in the traveller 9 bottom, make deep sea flange main part 1 have the effect of resistance to compression through the setting of traveller 9 earlier, sliding sleeve 12 and spring 15, the atress board 7 is born to the pressure of deep sea through atress board 7, thereby pass for traveller 9, sliding sleeve 12 and spring 15, the equal fixedly connected with connecting plate 11 in the inner and outer both ends of traveller 9, inboard connecting plate 11 inboard one end fixedly connected with second spacing ring 14, outside connecting plate 11 outside one end fixedly connected with first spacing ring 13, both ends inner wall all runs through and is fixed with a plurality of communication ring 3 about deep sea flange main part 1, and through first spacing ring 13 and second spacing ring 14 can carry out spacing to traveller 9, prevent that the sliding sleeve from breaking away from 12.
Further explaining, deep sea flange main part 1 top fixedly connected with anticorrosive board 5, anticorrosive board 5 top inner wall all cup joints in the smooth column 9 outer wall, the first through-hole 2 has all been seted up to the top that anticorrosive board 5 top corresponds the go-between 3, the diameter of first through-hole 2 is greater than the go-between 3 diameters, deep sea flange main part 1 outer wall fixedly connected with anticorrosive ring 4, anticorrosive ring 4 top fixedly connected outside anticorrosive board 5 bottom, anticorrosive ring 4 and anticorrosive board 5 link together and surround deep sea flange main part 1 inside, make deep sea flange main part 1 avoid the corruption of external sea water, therefore make deep sea flange main part 1 have certain anticorrosive ability, thereby improve the life of deep sea flange main part 1, the top that the atress board 7 top corresponds the go-between 3 all is provided with second through-hole 6, the diameter of second through-hole 6 is greater than first through-hole 2 diameter, can not receive the influence of the bolt of installing in the go-between 3 when atress board 7 atress moves down, atress board 7 top middle part is provided with mounting hole 8, the diameter is greater than sea flange main part 1 internal diameter, the main part 1 is in deep sea flange main part 1, the pipeline is not receive the effect of evenly arranging at annular groove 10 when installing on the deep sea flange top at 3.
The working principle of the compression-resistant combined deep sea flange structure provided by the utility model is as follows: the deep-sea flange main body 1 has the compression-resistant effect through the arrangement of the sliding column 9, the sliding sleeve 12 and the spring 15, the sliding column 9 can be limited through the first limiting ring 13 and the second limiting ring 14, the sliding sleeve 12 is prevented from being separated, the anti-corrosion ring 4 and the anti-corrosion plate 5 are arranged on the outer side of the deep-sea flange main body 1, so that the deep-sea flange main body 1 has certain anti-corrosion capability, and the service life of the deep-sea flange main body 1 is prolonged.
It will be apparent that the embodiments described above are merely some, but not all, embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the present utility model without making any inventive effort, shall fall within the scope of the present utility model.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of exemplary embodiments according to the present utility model. As used herein, the singular is also intended to include the plural unless the context clearly indicates otherwise, and furthermore, it is to be understood that the terms "comprises" and/or "comprising" when used in this specification are taken to specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof.
It should be noted that the terms "first," "second," and the like in the description and the claims of the present utility model and the above figures are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate such that embodiments of the utility model described herein may be implemented in sequences other than those illustrated or otherwise described herein.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
The above description is only a preferred embodiment of the present utility model, and the protection scope of the present utility model is not limited to the above examples, and all technical solutions belonging to the concept of the present utility model belong to the protection scope of the present utility model. It should be noted that modifications and adaptations to the present utility model may occur to one skilled in the art without departing from the principles of the present utility model and are intended to be within the scope of the present utility model.
Claims (7)
1. The utility model provides a resistance to compression combination formula deep sea flange structure, includes deep sea flange main part (1), its characterized in that: the deep sea flange main part (1) is inside to be provided with ring channel (10), ring channel (10) bottom fixedly connected with a plurality of sliding sleeve (12), sliding sleeve (12) inner wall equal sliding connection has traveller (9), the equal fixedly connected with spring (15) of ring channel (10) bottom inner wall, equal fixedly connected with in traveller (9) bottom in spring (15) top, traveller (9) top fixedly connected with atress board (7), the equal fixedly connected with connecting plate (11) in both ends inside and outside traveller (9), inboard connecting plate (11) inboard one end fixedly connected with second spacing ring (14), outside connecting plate (11) outside one end fixedly connected with first spacing ring (13), both ends inner wall all runs through and is fixed with a plurality of intercommunication rings (3) about deep sea flange main part (1).
2. The pressure-resistant combined deep sea flange structure according to claim 1, wherein: the anti-corrosion plate (5) is fixedly connected to the top end of the deep sea flange main body (1), and the inner walls of the top ends of the anti-corrosion plate (5) are all in sliding sleeve joint with the outer walls of the sliding columns (9).
3. The pressure-resistant combined deep sea flange structure according to claim 2, wherein: the top of the anti-corrosion plate (5) is provided with first through holes (2) corresponding to the upper part of the communication ring (3), and the diameter of each first through hole (2) is larger than that of the communication ring (3).
4. The pressure-resistant combined deep sea flange structure according to claim 2, wherein: the anti-corrosion ring (4) is fixedly connected to the outer wall of the deep sea flange main body (1), and the top end of the anti-corrosion ring (4) is fixedly connected to the outer side of the bottom end of the anti-corrosion plate (5).
5. A pressure resistant modular deep sea flange structure according to claim 3, characterized in that: the top of the stress plate (7) is provided with second through holes (6) corresponding to the upper part of the communication ring (3), and the diameter of each second through hole (6) is larger than that of each first through hole (2).
6. The pressure-resistant combined deep sea flange structure according to claim 1, wherein: the middle part of the top end of the stress plate (7) is provided with a mounting hole (8), and the diameter of the mounting hole (8) is larger than the inner diameter of the deep sea flange main body (1).
7. The pressure-resistant combined deep sea flange structure according to claim 1, wherein: the communication rings (3) are uniformly arranged at the top end of the annular groove (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320652678.2U CN219692531U (en) | 2023-03-29 | 2023-03-29 | Resistance to compression combination formula deep sea flange structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320652678.2U CN219692531U (en) | 2023-03-29 | 2023-03-29 | Resistance to compression combination formula deep sea flange structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219692531U true CN219692531U (en) | 2023-09-15 |
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ID=87968587
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320652678.2U Active CN219692531U (en) | 2023-03-29 | 2023-03-29 | Resistance to compression combination formula deep sea flange structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219692531U (en) |
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2023
- 2023-03-29 CN CN202320652678.2U patent/CN219692531U/en active Active
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