CN216951985U - Self-balancing support for deeply buried gas pipeline - Google Patents
Self-balancing support for deeply buried gas pipeline Download PDFInfo
- Publication number
- CN216951985U CN216951985U CN202122412877.XU CN202122412877U CN216951985U CN 216951985 U CN216951985 U CN 216951985U CN 202122412877 U CN202122412877 U CN 202122412877U CN 216951985 U CN216951985 U CN 216951985U
- Authority
- CN
- China
- Prior art keywords
- self
- fixed
- gas pipeline
- support
- balancing
- 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.)
- Active
Links
Images
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a self-balancing support for a deeply buried gas pipeline, which is characterized by comprising a concrete base, a self-adjusting structure and a limiting support structure, wherein the concrete base is poured on a supporting ground, the self-adjusting structure is fixed in the middle of the concrete base, the limiting support structure is fixed above the self-adjusting structure, the self-adjusting structure consists of a fixed base, a hydraulic adjusting column and a supporting plate, the limiting support structure consists of a supporting plate and a limiting plate, the limiting plate is fixed on the supporting plate through a bolt, the supporting plate is fixed with the supporting plate through a bolt, the supporting plate is fixed on the hydraulic adjusting column, and the bottom of the hydraulic adjusting column is fixed on the fixed base. The support has the advantages of stable structure, ingenious design, strong supporting capability and good ground interference resistance, and is suitable for being used as a deep-buried gas pipeline support.
Description
Technical Field
The utility model relates to the field of supports, and particularly belongs to a self-balancing support for a deeply buried gas pipeline.
Background
The gas (mainly referred to as natural gas) is an indispensable energy source in daily life, complex gas pipelines need to be laid when the gas enters a family from an exploitation channel, and the laid gas pipelines mainly have three modes of burying, raising and opening. The buried gas pipeline is mainly used in cities, and the depth is not less than 1.2m generally.
The buried pipeline can increase the bottom support according to site environment and burying the demand when burying and putting, and this support is concrete placement or metal framework generally and builds. The purpose of building the frame is mainly three aspects, namely, the pipeline is prevented from sagging when the pipeline is buried, so that the pipeline is prevented from being damaged; secondly, the pipeline is prevented from being displaced in the laying process, so that the pipeline is prevented from being distorted and dislocated; thirdly, a central supporting point is provided for the long-distance pipeline, and the overlarge fall between the middle part of the pipeline and the two ends of the pipeline is prevented.
According to the aforesaid, traditional support can satisfy above-mentioned operation requirement basically, however, bury the back when the pipeline, if support position ground appears subsiding, the thick liquid that turns over, the unpredictable phenomenon such as sink, traditional support does not have any effect this moment, and the pipeline of support position probably appears droing because of ground pressure and causes the pipeline fracture along with the passage of time, still probably because the vibrations on pipeline top ground cause pipeline resonance, cause here pipeline because of there is not the fixed shaking that appears great displacement of support, reduce here pipeline intensity and then lead to the pipeline fracture.
The utility model provides a self-balancing support for a deeply buried gas pipeline.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a self-balancing support for a deeply buried gas pipeline, which supports the deeply buried gas pipeline, reduces the influence of phenomena of sedimentation, slurry turning, sinking and the like on the support on the ground, and further prevents the problems of no support, fracture and shaking of the pipeline caused by the influence of the ground.
In order to achieve the purpose, the technical scheme adopted by the utility model is as follows:
the utility model provides a bury gas pipeline self-balancing support deeply, its characterized in that package concrete base, self-interacting structure and spacing bearing structure, the concrete base is pour and is being supported ground, self-interacting structure fixes at concrete base middle part, spacing bearing structure fixes in self-interacting structure top, self-interacting structure is adjusted post and layer board by fixed base, hydraulic pressure and is constituteed, spacing bearing structure comprises backup pad and limiting plate, the limiting plate passes through the bolt fastening in the backup pad, and the backup pad passes through the bolt and is fixed with the layer board, the layer board is fixed on the hydraulic pressure is adjusted the post, hydraulic pressure is adjusted the toe portion and is fixed in fixed base.
Preferably, the fixed base is made of cast iron or carbon alloy steel, and has a rockwell hardness of not less than 50 HRC.
Preferably, the support plate is made of materials including, but not limited to, firewood, corrosion-resistant wood, rubber, and alloy steel.
Preferably, the supporting plates and the supporting plates are fixed in a staggered mode and cannot be placed in parallel.
Preferably, the limiting plate includes, but is not limited to, a plate shape, a frame shape, or a pillar shape.
Compared with the prior art, the utility model has the following beneficial effects:
through carrying out preferred design combination to the concrete basement, self-interacting structure and spacing bearing structure, become a bury gas pipeline self-balancing support deeply, use the hydraulic pressure to adjust the post, make the support appear subsiding on ground, when turning over thick liquid, sinking etc. phenomenon, the hydraulic pressure is adjusted the post and is upwards risen, continues to support the gas pipeline, further prevent the pipeline because of the fracture that no support appears, rock the problem, use spacing bearing structure to support around the pipeline, further reduce rocking of the great displacement that the pipeline arouses at work progress or ground vibrations. The support has the advantages of stable structure, ingenious design, strong supporting capability and good ground interference resistance, and is suitable for being used as a deep-buried gas pipeline support.
Drawings
FIG. 1 is a schematic structural view of the present invention;
reference numerals in the drawings correspond to elements:
Hydraulically adjusting post 202 pallet 203 by fixing base 201
Supporting plate 301 limiting plate 302
Detailed Description
The technical scheme of the utility model is clearly described below with reference to the attached drawings, and the specific implementation manner of the utility model is as follows with reference to the attached drawings:
referring to figure 1: the utility model provides a bury gas pipeline from balancing stand deeply, its characterized in that package concrete base 1, from regulation structure 2 and spacing bearing structure 3, concrete base 1 is pour and is being supported ground, from regulation structure 2 fixing at concrete base 1 middle part, spacing bearing structure 3 is fixed in 2 tops from regulation structure, from regulation structure 2 comprises fixed base 201, hydraulic pressure regulation post 202 and layer board 203, spacing bearing structure 3 comprises backup pad 301 and limiting plate 302, limiting plate 302 passes through the bolt fastening on backup pad 301, and backup pad 301 passes through the bolt and is fixed with layer board 203, layer board 203 is fixed on hydraulic pressure regulation post 202, hydraulic pressure regulation post 202 bottom is fixed on fixed base 201.
Preferably, the fixed base 201 is made of cast iron or carbon alloy steel, and has a rockwell hardness of not less than 50 HRC.
Preferably, the support plate 301 is made of materials including, but not limited to, firelog, wood, rubber, and alloy steel.
Preferably, the supporting plates 301 are fixed with the supporting plates 203 in a staggered manner and cannot be placed in parallel.
Preferably, the limit plate 302 includes, but is not limited to, a plate shape, a frame shape, or a pillar shape.
When the gas pipeline self-adjusting device is used, a concrete base 1 is poured in a ground pipe trench, the fixing base 201 and the concrete base 1 are fixed through fixing tools such as bolts and expansion bolts by the self-adjusting structure 2, then a supporting flat plate is fixed with the supporting plate 203, then the hydraulic adjusting column 202 is lifted to a proper position, a gas pipeline is laid on the supporting flat plate, or the gas pipeline self-adjusting device is directly placed below the gas pipeline, the hydraulic adjusting column 202 is lifted to support the gas pipeline, and finally the limiting plate 302 is fixed with the supporting flat plate.
When the ground is settled, turned or sunk, the utility model can move downwards or upwards along with the ground, when the ground moves downwards, the hydraulic adjusting column 202 can rise upwards to continuously support and support the gas pipeline due to the reduction of the pressure received by the hydraulic adjusting column, and when the ground moves upwards, the hydraulic adjusting column 202 can be compressed due to the increase of the pressure, so that the pressure on the pipeline is reduced.
The above embodiments are merely illustrative of the principles of the present invention and its effects, and do not limit the present invention. It will be apparent to those skilled in the art that modifications and variations can be made in the above-described embodiments without departing from the spirit or scope of the utility model. Accordingly, it is intended that all equivalent modifications or changes be made by those skilled in the art without departing from the spirit and technical spirit of the present invention, and be covered by the claims of the present invention.
Claims (5)
1. The utility model provides a bury gas pipeline self-balancing support deeply, its characterized in that package concrete base, self-interacting structure and spacing bearing structure, the concrete base is pour and is being supported ground, self-interacting structure fixes at concrete base middle part, spacing bearing structure fixes in self-interacting structure top, self-interacting structure is adjusted post and layer board by fixed base, hydraulic pressure and is constituteed, spacing bearing structure comprises backup pad and limiting plate, the limiting plate passes through the bolt fastening in the backup pad, and the backup pad passes through the bolt and is fixed with the layer board, the layer board is fixed on the hydraulic pressure is adjusted the post, hydraulic pressure is adjusted the toe portion and is fixed in fixed base.
2. The self-balancing stand for deep-buried gas pipelines according to claim 1, wherein the fixed base is made of cast iron or carbon alloy steel, and has a Rockwell hardness of not less than 50 HRC.
3. The self-balancing bracket for the deeply buried gas pipeline of claim 1, wherein the supporting plate is made of wood, including but not limited to firelog, anticorrosive wood, rubber, and alloy steel.
4. The self-balancing bracket for the deeply buried gas pipeline as claimed in claim 1 or 3, wherein the supporting plates and the supporting plates are fixed in a staggered manner and cannot be placed in parallel.
5. The self-balancing support for the deeply buried gas pipeline as claimed in claim 1, wherein the limiting plate includes but is not limited to a plate, a frame or a pillar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122412877.XU CN216951985U (en) | 2021-10-08 | 2021-10-08 | Self-balancing support for deeply buried gas pipeline |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122412877.XU CN216951985U (en) | 2021-10-08 | 2021-10-08 | Self-balancing support for deeply buried gas pipeline |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216951985U true CN216951985U (en) | 2022-07-12 |
Family
ID=82303038
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122412877.XU Active CN216951985U (en) | 2021-10-08 | 2021-10-08 | Self-balancing support for deeply buried gas pipeline |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216951985U (en) |
-
2021
- 2021-10-08 CN CN202122412877.XU patent/CN216951985U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201151909Y (en) | Deep foundation pit composite structure annular inner support | |
| CN107460888B (en) | Mounting structure and method for concrete prefabricated pipe gallery | |
| CN206036390U (en) | Pipeline rising -falling tone is put by paper -back edition | |
| CN212927865U (en) | Tunnel supporting structure | |
| CN213655896U (en) | Jacking device for river-crossing and pipe-jacking construction of prestressed steel cylinder concrete pipe | |
| CN203547753U (en) | Profile steel concrete shaft wall base | |
| CN207017276U (en) | A kind of packaged type open caisson inner supporting structure | |
| AU2012365870B2 (en) | Piling apparatus and process for installation of pile assembly | |
| CN216951985U (en) | Self-balancing support for deeply buried gas pipeline | |
| CN210947416U (en) | Pre-buried collet device in steel-pipe column soil layer | |
| CN207500624U (en) | A kind of buried pipeline anti-settling device | |
| CN213016369U (en) | Transverse elliptical deformation resistant shield tunnel reinforcing structure with embedded steel plates | |
| CN215332834U (en) | Hopper for pouring reverse well wall | |
| CN201554033U (en) | Tower crane foundation for deep foundation ditch | |
| CN211110754U (en) | Tower crane foundation section mounting structure | |
| CN204920244U (en) | Supporting structure of large -span steel construction segmentation hoist and mount | |
| CN209243755U (en) | A kind of heliostat support device | |
| CN208074285U (en) | A kind of existing pipeline reinforcement protection adjustable hanging board device | |
| KR200229222Y1 (en) | Caisson balance apparatus using a basic work of bridge | |
| CN2575155Y (en) | Static pressure enlarging apparatus in operation of pipeline sinking grout enlarge piles | |
| CN213629249U (en) | Pipeline laying structure for passing through expressway | |
| CN209652937U (en) | A kind of foundation pit supporting construction of pipe drainage engineering | |
| CN216896094U (en) | Pressure steel pipe buttress structure | |
| CN219388806U (en) | Assembled back wall for pipe jacking construction | |
| CN214403591U (en) | High steep topography bridge tunnel meets section open cut tunnel and connects long structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |