CN205877413U - Vertical pipe bearing structure - Google Patents
Vertical pipe bearing structure Download PDFInfo
- Publication number
- CN205877413U CN205877413U CN201620851619.8U CN201620851619U CN205877413U CN 205877413 U CN205877413 U CN 205877413U CN 201620851619 U CN201620851619 U CN 201620851619U CN 205877413 U CN205877413 U CN 205877413U
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- Prior art keywords
- vertical pipe
- supporting construction
- spacing framework
- vertical
- sandwich part
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Abstract
The utility model relates to a vertical pipe bearing structure, the root of being connected including limiting frames, with limiting frames, the pipe clamp that is used for centre gripping vertical pipe, the pipe clamp is equipped with the clamping portion that stretches into limiting frames, between clamping portion and the limiting frames on the first direction mutual butt, upwards all have a clearance second orientation and the third party between clamping portion and the limiting frames, first direction and vertical pipe's axial direction parallel arrangement, first direction, second orientation and the third party two arbitrary orientation mutually perpendicular in to. Limiting frames can bear the load on the first direction, and there is the clearance in it to make progress second direction and the third party between limiting frames and the clamping portion for vertical pipe can be at second direction and the third party free expansion that makes progress, and vertical pipe second direction and the third party when removing, do not have an influence to limiting frames's intensity, this bearing structure can adapt to under the various operating modes change of atress and load, the accommodation guangZhou, the safety and stability of assurance pipeline is moved.
Description
Technical field
This utility model relates to a kind of tube support arrangement, particularly to a kind of vertical pipe supporting construction.
Background technology
In the industrial production, usual pipeline in use can produce vibration, particularly high-temperature and pressure pipeline and has and strongly shake
Dynamic, the most conventional pipe-hanger support carrys out restriction conduit displacement and controls pipe vibration.Pipe-hanger support has generally comprised for solid
The pipe portion in fixed tube road and two ends are respectively used to the pull bar of connecting section and root, but under the various operating modes such as pipeline blowpipe, by
In pipeline stress and the change of load, pull bar often occur drift angle seriously exceed permissible value, spring be crushed to death even drawn bad
Situation, bad adaptability, and affect the safe operation of pipeline.
Utility model content
The purpose of this utility model is to provide a kind of vertical pipe supporting construction, it is possible to adapt to various operating mode lower stress and
The change of load, wide accommodation, it is ensured that the safe operation of pipeline.
For realizing the purpose of this utility model, adopt the technical scheme that:
A kind of vertical pipe supporting construction, the root being connected with spacing framework including spacing framework, for clamping vertical tube
The pipe clamp in road, pipe clamp is provided with the sandwich part stretching into spacing framework, the most mutually supports between sandwich part and spacing framework
Connect, in second direction and third direction, between sandwich part and spacing framework, all there is gap, first direction and vertical pipe
Axial direction is arranged in parallel, and in first direction, second direction and third direction, any two direction is mutually perpendicular to.
Pipe clamp is fixing with vertical pipe to be connected, and the stress of vertical pipe and load change all can be delivered to pipe clamp, limitting casing
The sandwich part of pipe clamp is carried out spacing by frame, and spacing framework can bear the load on first direction, at second direction and third direction
There is gap between upper limit framework and sandwich part so that vertical pipe can free wxpansion in second direction and third direction,
And vertical pipe is when second direction and third direction move, on the intensity of spacing framework without impact, this supporting construction adapts to
Various operating mode lower stress and the change of load, wide accommodation, it is ensured that the constraint of supporting construction and the Stress calculation model of relation
Unanimously, it is ensured that the safe and stable operation of pipeline.
Below technical scheme is further illustrated:
Further, the polyfluortetraethylene plate that stacking is placed it is provided with between spacing framework and sandwich part in a first direction
And corrosion resistant plate.Reduce the coefficient of friction between spacing framework and sandwich part, make pipeline preferably second direction and third party
To free wxpansion.
Further, pipe clamp is provided with two sandwich parts being arranged symmetrically with, spacing framework, root all with sandwich part one a pair
Should.Make this supporting construction support more firm, be further ensured that the safe operation of pipeline.
Further, spacing framework is arranged around sandwich part, and limitting casing sets up the limited mouth stretched into for sandwich part.Make
Sandwich part can move along limited mouth in second direction and third direction, it is ensured that the free wxpansion of pipeline, also allows for spacing framework
Installation with sandwich part and adjustment.
Further, spacing framework includes that many frames, many frame head and the tail are sequentially connected with and enclose and set formation limited mouth.
Further, frame is shaped steel, and frame is provided with reinforcement.Strengthen the intensity of spacing framework, make this supporting construction
The ability bearing load is higher.
Further, root includes at least vertical rod being connected with spacing framework.
Further, vertical rod has many, and vertical rod is evenly arranged in the bottom of spacing framework, connects between adjacent two vertical rods
It is connected to bracing piece.Strengthen the intensity of root, make spacing framework the most firm, prevent movement in the course of the work, make this
The ability that supporting construction bears load is higher.
Further, vertical rod is shaped steel.
Further, this supporting construction is structural steel frame formula structure.Make this supporting construction bears load greatly, works as pipeline
When second direction and third direction move, on frame strength without impact, adapt to various operating mode lower stress and the change of load,
Wide accommodation.
Compared with prior art, this utility model has the advantages that
Pipe clamp of the present utility model is fixing with vertical pipe to be connected, and the stress of vertical pipe and load change all can be delivered to
Pipe clamp, the sandwich part of pipe clamp is carried out spacing by spacing framework, and spacing framework can bear the load on first direction, in second direction
And there is gap between third direction upper limit framework and sandwich part so that vertical pipe can be in second direction and third direction
Free wxpansion, and vertical pipe is when second direction and third direction move, and ties the intensity of spacing framework without impact, this support
Structure adapts to various operating mode lower stress and the change of load, wide accommodation, it is ensured that the constraint of supporting construction and the stress of relation
Computation model is consistent, it is ensured that the safe and stable operation of pipeline.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model embodiment vertical pipe supporting construction；
Fig. 2 is that the A-A of Fig. 1 is to cross-sectional view.
Description of reference numerals:
The most spacing framework, 110. limited mouths, 20. roots, 210. vertical rods, 30. pipe clamps, 310. sandwich parts, 40. polytetrafluoros
Vinyl plate, 50. corrosion resistant plates, 60. bracing pieces, 70. vertical pipes, 80. reinforcements, 90. carrying structures.
Detailed description of the invention
Below in conjunction with the accompanying drawings embodiment of the present utility model is described in detail:
As depicted in figs. 1 and 2, a kind of vertical pipe supporting construction, it is connected with spacing framework 10 including spacing framework 10
Root 20, for clamping the pipe clamp 30 of vertical pipe 70, pipe clamp 30 is provided with the sandwich part 310 stretching into spacing framework 10, sandwich part
The most mutually abut between 310 with spacing framework 10, between sandwich part 310 and spacing framework 10 in second direction and
All there is gap on third direction, first direction is arranged in parallel with the axial direction of vertical pipe 70, first direction, second direction
It is mutually perpendicular to any two direction in third direction.
Pipe clamp 30 is fixing with vertical pipe 70 to be connected, and the stress of vertical pipe 70 and load change all can be delivered to pipe clamp
30, the sandwich part 310 of pipe clamp 30 is carried out spacing by spacing framework 10, and spacing framework 10 can bear the load on first direction,
Gap is there is so that vertical pipe 70 can be second between second direction and third direction upper limit framework 10 and sandwich part 310
Free wxpansion on direction and third direction, and vertical pipe 70 is when second direction and third direction move, to spacing framework 10
Intensity without impact, this supporting construction adapts to various operating mode lower stress and the change of load, wide accommodation, it is ensured that support knot
The constraint of structure is consistent with the Stress calculation model of relation, it is ensured that the safe and stable operation of pipeline.
In the present embodiment, as depicted in figs. 1 and 2, first direction is Z-direction, and second direction is Y-direction, third direction
For X-direction.
As illustrated in fig. 1 and 2, the polytetrafluoroethyl-ne that stacking is placed it is provided with between spacing framework 10 and sandwich part 310 in z-direction
Alkene plate 40 and corrosion resistant plate 50, reduce the coefficient of friction between spacing framework 10 and sandwich part 310, make pipeline preferably in X side
To with Y-direction free wxpansion.The plate of other materials can also be set between spacing framework 10 and sandwich part 310 according to actual needs
It is used for reducing the coefficient of friction between spacing framework 10 and sandwich part 310.
As it is shown in figure 1, spacing framework 10 is arranged around sandwich part 310, spacing framework 10 is provided with and supplies sandwich part 310 to stretch into
Limited mouth 110, makes sandwich part 310 can move along limited mouth 110 in X-direction and Y-direction, it is ensured that the free wxpansion of pipeline, also
It is easy to spacing framework 10 and the installation of sandwich part 310 and adjustment.
In the present embodiment, as in figure 2 it is shown, pipe clamp 30 is provided with two sandwich parts 310 being arranged symmetrically with, spacing framework 10,
Root 20 all with sandwich part 310 one_to_one corresponding, make this supporting construction support more firm, be further ensured that the safe operation of pipeline.
As it is shown in figure 1, spacing framework 10 includes that many frames, many frame head and the tail are sequentially connected with and enclose and set formation limited mouth
110, frame is shaped steel, and frame is provided with reinforcement 80, strengthens the intensity of spacing framework 10, makes this supporting construction bear the energy of load
Power is higher.
In the present embodiment, frame is H profile steel, and frame can be to use the type of other forms such as channel-section steel according to actual needs
Steel.
As it is shown in figure 1, root 20 includes the many vertical rods 210 being connected with spacing framework 10, vertical rod 210 is evenly arranged in limit
The bottom of position framework 10, vertical rod 210 is connected with the carrying structure at scene away from one end of spacing framework 10, such as boiler steel frame etc.,
Make piping load transfer in the carrying structure 90 at scene, and between adjacent two vertical rods 210, connection has bracing piece 60, enhancing root
The intensity in portion 20, makes spacing framework 10 the most firm, prevents movement in the course of the work, make this supporting construction bear load
The ability of lotus is higher.
In the present embodiment, vertical rod 210 and bracing piece 60 are H profile steel, vertical rod 210 and bracing piece 60 can also be according to reality
Border needs to use the shaped steel of other forms such as channel-section steel, and vertical rod 210 can also arrange more than one according to actual needs.
As it is shown in figure 1, this supporting construction is structural steel frame formula structure, make this supporting construction bears load greatly, works as pipeline
When X-direction and Y-direction move, on frame strength without impact, adapt to various operating mode lower stress and the change of load, adapt to model
Enclose wide.
Each technical characteristic of embodiment described above can combine arbitrarily, for making description succinct, not to above-mentioned reality
The all possible combination of each technical characteristic executed in example is all described, but, as long as the combination of these technical characteristics is not deposited
In contradiction, all it is considered to be the scope that this specification is recorded.
Embodiment described above only have expressed several embodiments of the present utility model, and it describes more concrete and detailed,
But therefore can not be interpreted as the restriction to utility model patent scope.It should be pointed out that, for the common skill of this area
For art personnel, without departing from the concept of the premise utility, it is also possible to make some deformation and improvement, these broadly fall into
Protection domain of the present utility model.Therefore, the protection domain of this utility model patent should be as the criterion with claims.
Claims (10)
1. a vertical pipe supporting construction, it is characterised in that include root that spacing framework is connected with described spacing framework,
For clamping the pipe clamp of vertical pipe, described pipe clamp is provided with the sandwich part stretching into described spacing framework, and described sandwich part is with described
The most mutually abut between spacing framework, in second direction and the 3rd between described sandwich part and described spacing framework
All there is gap on direction, described first direction is arranged in parallel with the axial direction of vertical pipe, described first direction, described
In two directions and described third direction, any two direction is mutually perpendicular to.
Vertical pipe supporting construction the most according to claim 1, it is characterised in that described spacing framework and described sandwich part
Between be provided with in a first direction stacking place polyfluortetraethylene plate and corrosion resistant plate.
Vertical pipe supporting construction the most according to claim 1, it is characterised in that described pipe clamp is provided with two be arranged symmetrically with
Individual described sandwich part, described spacing framework, described root all with described sandwich part one_to_one corresponding.
Vertical pipe supporting construction the most according to claim 1, it is characterised in that described spacing framework is around described clamping
Portion arranges, described limitting casing sets up the limited mouth stretched into for described sandwich part.
Vertical pipe supporting construction the most according to claim 4, it is characterised in that described spacing framework includes many limits
Frame, many described frame head and the tail are sequentially connected with and enclose and set the described limited mouth of formation.
Vertical pipe supporting construction the most according to claim 5, it is characterised in that described frame is shaped steel, described frame
It is provided with reinforcement.
Vertical pipe supporting construction the most according to claim 1, it is characterised in that described root includes at least one and institute
State the vertical rod that spacing framework connects.
Vertical pipe supporting construction the most according to claim 7, it is characterised in that described vertical rod has many, described vertical rod
Being evenly arranged in the bottom of described spacing framework, connecting between adjacent two described vertical rods has bracing piece.
Vertical pipe supporting construction the most according to claim 8, it is characterised in that described vertical rod is shaped steel.
10. according to the vertical pipe supporting construction described in any one of claim 1 to 9, it is characterised in that this supporting construction is type
Steel framework rack and panel construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620851619.8U CN205877413U (en) | 2016-08-08 | 2016-08-08 | Vertical pipe bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620851619.8U CN205877413U (en) | 2016-08-08 | 2016-08-08 | Vertical pipe bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205877413U true CN205877413U (en) | 2017-01-11 |
Family
ID=57701046
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620851619.8U Active CN205877413U (en) | 2016-08-08 | 2016-08-08 | Vertical pipe bearing structure |
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| Country | Link |
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| CN (1) | CN205877413U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107940105A (en) * | 2017-12-14 | 2018-04-20 | 天津市热电设计院有限公司 | Steel construction anchor block and channel steel computational methods of the channel steel connection for backwater fixed knot |
-
2016
- 2016-08-08 CN CN201620851619.8U patent/CN205877413U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107940105A (en) * | 2017-12-14 | 2018-04-20 | 天津市热电设计院有限公司 | Steel construction anchor block and channel steel computational methods of the channel steel connection for backwater fixed knot |
| CN107940105B (en) * | 2017-12-14 | 2024-01-09 | 天津市热电设计院有限公司 | Steel structure fixed pier with channel steel connected with water supply and return fixed joint and channel steel calculation method |
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