CN204004929U - A kind of flanged pipe cuff structure connecting for corrugated steel culvert - Google Patents
A kind of flanged pipe cuff structure connecting for corrugated steel culvert Download PDFInfo
- Publication number
- CN204004929U CN204004929U CN201420284204.8U CN201420284204U CN204004929U CN 204004929 U CN204004929 U CN 204004929U CN 201420284204 U CN201420284204 U CN 201420284204U CN 204004929 U CN204004929 U CN 204004929U
- Authority
- CN
- China
- Prior art keywords
- corrugated steel
- flanged pipe
- pipe collar
- culvert
- steel tube
- 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.)
- Expired - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 86
- 239000010959 steel Substances 0.000 title claims abstract description 86
- 238000012856 packing Methods 0.000 claims abstract description 16
- 238000005246 galvanizing Methods 0.000 claims description 3
- 238000007598 dipping method Methods 0.000 claims description 2
- 238000007789 sealing Methods 0.000 abstract description 4
- 239000003673 groundwater Substances 0.000 abstract description 3
- 238000005452 bending Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 229920001971 elastomer Polymers 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 229920005549 butyl rubber Polymers 0.000 description 2
- 230000001413 cellular effect Effects 0.000 description 2
- 239000011247 coating layer Substances 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229920001084 poly(chloroprene) Polymers 0.000 description 2
- 239000011701 zinc Substances 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Flanged Joints, Insulating Joints, And Other Joints (AREA)
Abstract
The utility model discloses a kind of flanged pipe cuff structure connecting for corrugated steel culvert, comprise the corrugated steel tube that flanged pipe collar, liner and two joints are connected, the pipe end interface ripple of two sections of corrugated steel tubes is annular or spirality; Flanged pipe collar is the not closed circular structure of being made up of Corrugated Steel or plain plate, two ends of flanged pipe collar jointing respectively outward flanging form flange, described two Flanges are parallel to each other, two parallel Flange corresponding surfaces are provided with some to attachment hole, every pair of attachment hole is bolted to connection, on the pipe end outer surface of the corrugated steel tube that flanged pipe cuff is connected at two joints, packing ring is arranged between corrugated steel tube outer wall and flanged pipe collar inwall.Structural Tectonics of the present utility model is simple, has strengthened the stress performance of corrugated steel tube joint.When the utility model ensures that bending fork corrugated steel culvert runs into outlet submerged culvert and the higher culvert of level of ground water, ensure corrugated steel culvert sealing.
Description
Technical field
The utility model relates to corrugated steel culvert connection area, is specifically related to a kind of flanged pipe cuff structure connecting for corrugated steel culvert.
Background technique
Along with fast development, the particularly raising of aseptic technic of steel processing technology of domestic highway, urban construction, corrugated steel culvert, with the feature of its good mechanical property and easy construction, strong adaptability, good endurance, is just progressively familiar with and is paid attention in civil engineering construction at home.Especially in recent years at home under the market environment of steel production capacity surplus, price depression, advocate energetically low-carbon (LC) traffic, energy-conserving and environment-protective and promote under the overall background of Urbanization Construction fast development in country, corrugated steel culvert has more superior cost performance and social benefit, has wide application space at the numerous areas such as highway, municipal administration.
As a kind of flexible structure, corrugated steel culvert can fully adapt to various soft foundations and unfavorable terrain.Compare with bricklaying culvert with conventional steel reinforced concrete, that corrugated steel culvert has is lightweight, bearing capacity good, adaptive deformation ability is strong, good endurance, long service life, road-ability is good, the duration is short, cost is low, be beneficial to the advantages such as environmental protection, and can carry out batch production centralized production, not affected by environment, on-the-spot easy for installation, do not need to use main equipment, can greatly improve working efficiency, reduction cost, the reduction of erection time of Culvert engineering, there is clear superiority.
Corrugated steel tube generally forms the tube coupling of certain length by hot-dip galvanizing sheet steel being processed into rolling after corrugated, during for culvert or underground utility, traditional way normally adopts band waveform long-neck Integral flange to connect.First this Placement makes the tail end with long-tail end flange the waveform of laminating corrugated steel tube, then by flange welding to corrugated steel tube outer wall and make flange and the waveform of corrugated steel tube coincide, the justify align of corrugated steel tube when site operation, complete connection by the bolt between clamp flange, between flange, be provided with sealing material to ensure the watertightness performance of structure.
Application discovery, traditional band waveform long-neck Integral flange has following deficiency:
1) destroy the hot galvanized layer of corrugated steel tube when flange welding, caused the durability of corrugated steel tube to reduce;
2) in the time that the substrate of corrugated steel culvert produces uneven settlement, the flange of docking is unfavorable for the transmission of stress between corrugated steel tube joint, easily causes flange bolt to rupture because of external pressure.
3) China's geological form complexity, usually can run into the culvert that outlet submerged culvert or level of ground water are higher, and in the time adopting welding between flange and corrugated steel tube, sealing is poor.
4) flange connection is equipped with bolt along pipe shaft circumference uniform distribution, and for the bolt of pipe shaft bottom, due to limited space, its fastening construction is inconvenient.
Summary of the invention
The purpose of this utility model is to overcome the deficiencies in the prior art, adopts a kind of good airproof performance, high, the easy for installation flanged pipe cuff structure connecting for corrugated steel culvert of join strength.
For achieving the above object, the utility model adopts following technological scheme: a kind of flanged pipe cuff structure connecting for corrugated steel culvert, comprise the corrugated steel tube that flanged pipe collar, liner and two joints are connected, the pipe end interface ripple of two sections of corrugated steel tubes is annular or spirality; Described flanged pipe collar is the not closed circular structure of being made up of steel plate, two ends of described flanged pipe collar jointing respectively outward flanging form flange, described two Flanges are parallel to each other, two parallel Flange corresponding surfaces are provided with some to attachment hole, every pair of attachment hole is bolted to connection, on the pipe end outer surface of the corrugated steel tube that described flanged pipe cuff is connected at two joints, described packing ring is arranged between corrugated steel tube outer wall and flanged pipe collar inwall.
Further, when described flanged pipe collar is made up of Corrugated Steel, the annular corrugated of pipe end outer surface of its ripple and two corrugated steel tube joints matches.
Again further, when described flanged pipe collar is made up of plain plate, the inner and outer surface of described flanged pipe collar is arc surface.
Again further, it is annular corrugated that the pipe end outer surface of described corrugated steel tube joint is provided with 3～5 circles.
Described flanged pipe collar wall thickness is identical with connected corrugated steel tube wall thickness.
Described flanged pipe collar and connecting bolt, nut all carry out galvanizing by dipping processing, and when wall thickness <4.0mm, one side zinc coating layer thickness is not less than 65 μ m, and two-sided adhesion amount is not less than 915g/m
2; When wall thickness>=4.0mm, one side zinc coating layer thickness is not less than 86 μ m, and two-sided adhesion amount is not less than 1220g/m
2.Bolt, nut one side adhesion amount are not less than 350g/m
2.
Described packing ring is arranged between corrugated steel tube outer wall and flanged pipe collar inwall, for ensureing the water tightness of corrugated steel culvert, is respectively O-ring gasket, sleeve pipe packing ring and banded packing ring, and packing ring can be selected according to sealing requirements.
Described gasket materials adopts butyl rubber, neoprene or cellular rubber conventionally.
The beneficial effects of the utility model:
1) improve joint strength.The utility model adopts flanged pipe cuff to live the interface between two sections of corrugated steel tubes, has increased the body rigidity of jointing, has improved the stress performance of jointing.
2) strengthen sealability.The flanged pipe collar inwall that the utility model adopts is the ripple identical with corrugated steel tube, in the time that the ripple between flanged pipe collar and corrugated steel tube is fitted, there is certain sealability, snap in again the packing ring of quality of rubber materials, more greatly increase the sealability of culvert, finally fastening along with flanged pipe collar, by tightly compacted, ensures that corrugated steel culvert has larger pressure or level of ground water that seepage can not occur when higher between pipe collar, packing ring and corrugated steel tube three.
3) ensure durability.The flanged pipe collar that the utility model uses avoids pipe collar to be welded on corrugated steel tube, has protected the dip galvanized on corrugated steel tube surface, has ensured the durability of corrugated steel tube.
4) construction simple and fast.Flanged pipe collar of the present utility model is the integrated type pipe collar that Flange is connected with pipe collar, has reduced the operation of on-the-spot installation connecting element, has shortened the construction period.Flanged pipe collar only has an interface, has simplified the fastening working procedure of link.Can be by option interface the position on culvert circumference, avoid the unfavorable regions such as corrugated steel tube pipe shaft bottom, for bolton construction brings very big facility.
Brief description of the drawings
Fig. 1 is flanged (FLGD) corrugated pipe collar connection diagram;
Fig. 2 is that corrugated steel culvert pipe collar of the present utility model connects sectional drawing, and pipe collar is corrugated, and corrugated steel tube is annular corrugated;
Fig. 3 is the schematic diagram of three kinds of forms of packing ring;
Fig. 4 is flanged (FLGD) corrugated nozzle cuff structure schematic diagram;
Fig. 5 is flanged (FLGD) plain plate pipe collar connection diagram;
Fig. 6 is that corrugated steel culvert pipe collar of the present utility model connects sectional drawing, and pipe collar is plain plate, and corrugated steel tube is annular corrugated or helical fissure;
Fig. 7 is flanged (FLGD) plain plate pipe hoop structure schematic diagram;
In figure, the 1. annular corrugated or helical fissure of corrugated steel tube, 1.1., 2. flanged pipe collar, 2.2. Flange, 2.3. attachment hole, 2.4. bolt, 2.5 pipe collar ripples, 3. packing ring (3.1.O shape packing ring, 3.2. sleeve pipe packing ring, the banded packing ring of 3.3.).
Embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail, so that those skilled in the art understand.
Embodiment 1
As shown in Fig. 1～4, a kind of flanged pipe cuff structure connecting for corrugated steel culvert, the pipe end outer surface that comprises corrugated steel tube 1, two joint corrugated steel tube 1 joint that flanged pipe collar 2, liner 3 and two joints are connected has annular corrugated 1.1, annular corrugated 1.1 and has 3～5 circles.Flanged pipe collar 2 is the ring structurees of not sealing that are made up of Corrugated Steel, and the Corrugated Steel at 2 two end interface places of the flanged pipe collar α dihedral that outwards overturns respectively becomes Flange 2.2, and the angle at α angle is 90 °.Two Flanges 2.2 are parallel with flanged pipe collar 2 axis, and it is some to attachment hole 2.3 that two parallel Flange 2.2 corresponding surfaces are provided with, and every pair of attachment hole 2.3 is fixedly connected with by bolt 2.4,
Flanged pipe collar 2 is for being corrugated ring structure along corrugated steel tube axis, and annular corrugated 1.1 of the pipe end outer surface of the annular ripple of flanged pipe collar 2 and two corrugated steel tube joints matches.
Flanged pipe collar 2 is enclosed within on the pipe end of the corrugated steel tube 1 that two joints are connected, and liner 3 is separately positioned between corrugated steel tube 1 outer wall and flanged pipe collar 2 inwalls that two joints are connected.Bolt 2.4 diameters are greater than 10mm.
According to actual conditions, corrugated steel tube 1 can be selected annular corrugated steel pipe and helical fissure steel pipe, but the port ripple of helical fissure steel pipe should be processed into annular.Flanged pipe collar 2 diameters determine according to corrugated steel tube 1 diameter.
In the time that the diameter of flanged pipe collar 2 is 180～300mm, attachment hole 3.12 is no less than 2 pairs; In the time that the diameter of flanged pipe collar 2 is 300～500mm, attachment hole 3.12 is no less than 3 pairs; In the time that the diameter of flanged pipe collar 2 is greater than 500mm, attachment hole 3.12 is no less than 5 pairs;
Under specific environment, liner 3 can be selected O-ring gasket 3.1, sleeve pipe packing ring 3.2 and banded packing ring 3.3.Liner 3 is selected the good rubber material of durability, as butyl rubber, neoprene and cellular rubber.
Embodiment 2
As shown in Fig. 3,5,6 and 7, the present embodiment and embodiment's 1 structure is basic identical, and difference is:
Flanged pipe collar 2 is that inner and outer surface is all the ring structure of plane, and the pipe end outer surface that is applicable to corrugated steel tube joint is annular or helical fissure 1.1.
Other unspecified part is prior art.Although above-described embodiment has been made detailed description to the utility model; but it is only the utility model part embodiment; instead of whole embodiments; can also under without creative prerequisite, obtain other embodiments according to the present embodiment, these embodiments belong to the utility model protection domain.
Claims (5)
1. the flanged pipe cuff structure connecting for corrugated steel culvert, comprise that flanged pipe collar (2), liner (3) and two save the corrugated steel tube (1) being connected, and is characterized in that: the pipe end interface ripple (1.1) of two sections of corrugated steel tubes (1) is annular or spirality, described flanged pipe collar (2) is the not closed circular structure of being made up of steel plate, two ends of described flanged pipe collar (2) jointing respectively outward flanging form flange (2.2), described two Flanges (2.2) are parallel to each other, two parallel Flanges (2.2) corresponding surface is provided with some to attachment hole (2.3), every pair of attachment hole (2.3) is fixedly connected with by bolt (2.4), described flanged pipe collar (2) is enclosed within on the pipe end outer surface of the corrugated steel tube (1) that two joints are connected, between described corrugated steel tube (1) outer wall and flanged pipe collar (2) inwall, be provided with packing ring (4).
2. a kind of flanged pipe cuff structure connecting for corrugated steel culvert according to claim 1, it is characterized in that: described flanged pipe collar (2) is made up of Corrugated Sheet Steel, annular corrugated (1.1) of the pipe end outer surface of described flanged pipe collar (2) ripple and two corrugated steel tube joints match.
3. a kind of flanged pipe cuff structure connecting for corrugated steel culvert according to claim 1, it is characterized in that: described flanged pipe collar (2) is made up of plain plate, the inner and outer surface of described flanged pipe collar (2) is arc surface.
4. according to a kind of flanged pipe cuff structure connecting for corrugated steel culvert described in claim 1 or 2 or 3, it is characterized in that: the pipe end outer surface of described corrugated steel tube (1) joint is provided with the annular corrugated or helical fissure of 3～5 circle.
5. according to a kind of flanged pipe cuff structure connecting for corrugated steel culvert described in claim 1 or 2 or 3, it is characterized in that: described flanged pipe collar wall thickness is identical with connected corrugated steel tube wall thickness, and described flanged pipe collar and connecting bolt, nut all carry out galvanizing by dipping processing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420284204.8U CN204004929U (en) | 2014-05-30 | 2014-05-30 | A kind of flanged pipe cuff structure connecting for corrugated steel culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420284204.8U CN204004929U (en) | 2014-05-30 | 2014-05-30 | A kind of flanged pipe cuff structure connecting for corrugated steel culvert |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204004929U true CN204004929U (en) | 2014-12-10 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420284204.8U Expired - Lifetime CN204004929U (en) | 2014-05-30 | 2014-05-30 | A kind of flanged pipe cuff structure connecting for corrugated steel culvert |
Country Status (1)
| Country | Link |
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| CN (1) | CN204004929U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758893A (en) * | 2016-12-30 | 2017-05-31 | 中交第公路勘察设计研究院有限公司 | Corrugated steel pipe foundation structure |
| CN112681487A (en) * | 2019-10-17 | 2021-04-20 | 上海华夏波纹钢研究院 | Novel corrugated steel inspection well structure and construction method |
-
2014
- 2014-05-30 CN CN201420284204.8U patent/CN204004929U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106758893A (en) * | 2016-12-30 | 2017-05-31 | 中交第公路勘察设计研究院有限公司 | Corrugated steel pipe foundation structure |
| CN112681487A (en) * | 2019-10-17 | 2021-04-20 | 上海华夏波纹钢研究院 | Novel corrugated steel inspection well structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141210 |