CN207917641U - It is a kind of can built by separate periods combined type pipe support - Google Patents
It is a kind of can built by separate periods combined type pipe support Download PDFInfo
- Publication number
- CN207917641U CN207917641U CN201820178640.5U CN201820178640U CN207917641U CN 207917641 U CN207917641 U CN 207917641U CN 201820178640 U CN201820178640 U CN 201820178640U CN 207917641 U CN207917641 U CN 207917641U
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- China
- Prior art keywords
- pipe support
- support column
- gooseneck
- jack
- built
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Abstract
The utility model discloses it is a kind of can built by separate periods combined type pipe support, include the pipe support column and bottom girder of the right and left, be provided with several gooseneck jacks and reserved jack on the cylinder of pipe support column, gooseneck is inserted into gooseneck jack when installation；Bottom girder is arranged between the pipe support column of the right and left, is integrally arranged with pipe support column foundation；The utility model can be according to the needs of enterprise's Future Development, jack is reserved by the way that appropriate number of gooseneck is arranged on pipe support column, convenient for the direct inserting of gooseneck in future, facilitates built by separate periods, securely and reliably, economically feasible achievees the purpose that reduce initial investment and operating cost；Cable and instrument crane span structure can be supported by pipe support column cap.
Description
Technical field
The utility model is related to pipe support technical field, specially it is a kind of can built by separate periods combined type pipe support.
Background technology
Liquid bulk cargo stevedoring conveying material is numerous, and pipeline usually can be all used in liquid material storage and transport process,
Therefore liquid bulk cargo harbour is also relatively more for the demand of pipeline.Pipe support is usually steel construction and armored concrete two at present
Kind form.Steel construction advantage is light structure, can be layered construction by stages, the disadvantage is that investment and Corrosion Maintenance cost are higher, especially
It is under the such environment in harbour ocean.
According to current liquid bulk cargo harbour for the demand of pipeline, the needs of enterprise's Future Development, pipe support should be taken into account
Usually to reserve 20% or more vacancy.If steel construction pipe support one-stage completion, the daily anti-corrosion of pipe support layer of reserved empty position
It causes to waste, if built by separate periods, and in-situ precast installation could be caused inconvenient；Armored concrete pipe support is applied in view of built by separate periods
Work is difficult, and typically one-stage completion, structural load are larger.
The utility model according to existing liquid bulk cargo harbour conveyance conduit reserved empty position there are the problem of, it is proposed that Yi Zhongke
The combined type pipe support of built by separate periods, can be according to project characteristic, the number of tubes and characteristic of nearly long-range forecasting, and safety is arranged can
It leans on, economically feasible, the combined type pipe support for facilitating built by separate periods.
Utility model content
The technical problems to be solved in the utility model is to overcome the deficiencies of existing technologies, provide it is a kind of can built by separate periods group
Box-like pipe support, to solve the above problems.
In order to solve the above-mentioned technical problem, the utility model provides the following technical solution：
The utility model provide it is a kind of can built by separate periods combined type pipe support, include the pipe support column and bottom girder of the right and left,
Several gooseneck jacks and reserved jack are provided on the cylinder of pipe support column, gooseneck is inserted into gooseneck jack and is fixed on pipe support column
On, and it is hanging with ground；Bottom girder is arranged between the pipe support column of the right and left, and is integrally arranged with pipe support column foundation.
As a kind of optimal technical scheme of the utility model, reserved jack is arranged in the top of gooseneck jack.
As a kind of optimal technical scheme of the utility model, the top of pipe support column is provided with pipe support column cap, pipe support column cap
For the support column of cable and instrument crane span structure.
As a kind of optimal technical scheme of the utility model, pipe support column, bottom girder, gooseneck jack and reserved jack and
Gooseneck calculates design determination all in accordance with nearly number of tubes, caliber and the pipe characteristic at a specified future date of prediction and forms.
As a kind of optimal technical scheme of the utility model, pipe support column and bottom girder are made using armored concrete,
Gooseneck is made using H profile steel, and pipe support column and bottom girder are one-stage completion.
The advantageous effect that the utility model is reached is：The utility model can lead to according to the needs of enterprise's Future Development
It crosses on pipe support column and the reserved jack of appropriate number of gooseneck is set, it is convenient to build by stages convenient for the direct inserting of gooseneck in future
If safe and reliable, economically feasible, achieve the purpose that reduce initial investment and operating cost.
Description of the drawings
Attached drawing is used to provide a further understanding of the present invention, and a part for constitution instruction, with this practicality
Novel embodiment for explaining the utility model, does not constitute limitations of the present invention together.
In the accompanying drawings：
Fig. 1 is the integrally-built cross-section diagram of the utility model；
Fig. 2 is the cross-section diagram of the utility model pipe support column；
Figure label：1, pipe support column；2, bottom girder；3, gooseneck jack；4, jack is reserved；5, gooseneck；6, pipe support column cap.
Specific implementation mode
The preferred embodiment of the utility model is illustrated below in conjunction with attached drawing, it should be understood that described herein excellent
It selects embodiment to be only used for describing and explaining the present invention, is not used to limit the utility model.
In the description of the present invention, it should be noted that the instructions such as term "vertical", "upper", "lower", "horizontal"
Orientation or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description the utility model and simplification
Description, does not indicate or imply the indicated device or element must have a particular orientation, with specific azimuth configuration and behaviour
Make, therefore should not be understood as limiting the present invention.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, term " is set
Set ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection,
Or it is integrally connected；It can be mechanical connection, can also be electrical connection；It can be directly connected, intermediary can also be passed through
It is indirectly connected, can be the connection inside two elements.It for the ordinary skill in the art, can be according to specific
Situation understands the concrete meaning of above-mentioned term in the present invention.
Embodiment：As shown in Figs. 1-2, the utility model provide it is a kind of can built by separate periods combined type pipe support, including left and right
The pipe support column 1 and bottom girder 2 on both sides, are provided with several gooseneck jacks 3 and reserved jack 4 on the cylinder of pipe support column 1, steel when installation
Crossbeam 5 is inserted into gooseneck jack 3 and is fixed on pipe support column 1；Bottom girder 2 is arranged between the pipe support column 1 of the right and left, and and pipe support
Column foundation integrally arranges that gooseneck 5 can be fixed on pipe support column 1 by gooseneck jack 3；Reserved jack 4 is convenient for gooseneck in future
Direct inserting, facilitate built by separate periods, safe and reliable, economically feasible achievees the purpose that reduce initial investment and operating cost.
Reserved jack 4 is arranged in the top of gooseneck jack 3
The top of pipe support column 1 is provided with pipe support column cap 6, and pipe support column cap 6 is the support column of cable and instrument crane span structure, Neng Gouzhi
Support cable and instrument crane span structure.
Pipe support column 1, bottom girder 2, gooseneck jack 3 and reserved jack 4, gooseneck 5 according to the nearly at a specified future date number of tubes of prediction,
Caliber and pipe characteristic calculate design and determine, can be needed to build combined type pipe support according to enterprise practical, be conducive to management and control enterprise
Initial investment and operating cost.
Pipe support column 1 and bottom girder 2 are made using armored concrete, and pipe support column 1 and bottom girder 2 are one-stage completion, steel
Crossbeam 5 is made using H profile steel, convenient for adding gooseneck 5 according to needs of production, can greatly simplify site operation,
Production efficiency is improved, solves the problem of pipe support enlarging is of high cost, the period is long, influences production.
Specifically：Specific embodiment of the present invention includes the following steps：
First, according to nearly long term number of tubes, caliber, conveying material characteristic on pipe support, pipe support width, the number of plies and pipe are determined
Road is arranged；Secondly, in conjunction with pipe support type, span and horizontal layout, the structure ruler for determining pipe support column 1, gooseneck 5, bottom girder 2 is calculated
It is very little, determine the size of jack 3 and reserved jack 4 on pipe support column 1；Then, pipe support column 1 and bottom girder 2 are built, short-term construction pipe is inserted into
The gooseneck 5 that road needs；Finally, jack 4 is reserved when needed be inserted into the gooseneck 5 at a specified future date built needed for pipeline.
Finally it should be noted that：The preferred embodiment that these are only the utility model, is not limited to this practicality
It is novel, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art,
It still can be with technical scheme described in the above embodiments is modified, or is carried out to which part technical characteristic etc.
With replacement.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on should all include
It is within the protection scope of the utility model.
Claims (5)
1. it is a kind of can built by separate periods combined type pipe support, which is characterized in that the pipe support column including the right and left（1）And bottom girder（2）,
Pipe support column（1）Cylinder on be provided with several gooseneck jacks（3）With reserved jack（4）, gooseneck（5）It is inserted into gooseneck jack
（3）It is fixed on pipe support column（1）On, and it is hanging with ground；Bottom girder（2）Pipe support column in the right and left is set（1）Between, and with pipe
Trestle（1）Basic one arrangement.
2. it is according to claim 1 it is a kind of can built by separate periods combined type pipe support, which is characterized in that reserved jack（4）If
It sets in gooseneck jack（3）Top.
3. it is according to claim 1 it is a kind of can built by separate periods combined type pipe support, which is characterized in that pipe support column（1）Top
End is provided with pipe support column cap（6）, pipe support column cap（6）For the support column of cable and instrument crane span structure.
4. it is according to claim 1 it is a kind of can built by separate periods combined type pipe support, which is characterized in that pipe support column（1）, bottom girder
（2）, gooseneck jack（3）With reserved jack（4）And gooseneck（5）All in accordance with the nearly at a specified future date number of tubes of prediction, caliber and
Pipe characteristic calculates design determination and forms.
5. it is according to claim 1 it is a kind of can built by separate periods combined type pipe support, which is characterized in that pipe support column（1）The bottom and
Beam（2）It is made using armored concrete, gooseneck（5）It is made using H profile steel, and pipe support column（1）And bottom girder（2）
For one-stage completion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820178640.5U CN207917641U (en) | 2018-02-01 | 2018-02-01 | It is a kind of can built by separate periods combined type pipe support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820178640.5U CN207917641U (en) | 2018-02-01 | 2018-02-01 | It is a kind of can built by separate periods combined type pipe support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207917641U true CN207917641U (en) | 2018-09-28 |
Family
ID=63602672
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820178640.5U Expired - Fee Related CN207917641U (en) | 2018-02-01 | 2018-02-01 | It is a kind of can built by separate periods combined type pipe support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207917641U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109483502A (en) * | 2018-11-10 | 2019-03-19 | 徐州巨业机械制造有限公司 | A kind of laying rack of spheroidal graphite pipe |
-
2018
- 2018-02-01 CN CN201820178640.5U patent/CN207917641U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109483502A (en) * | 2018-11-10 | 2019-03-19 | 徐州巨业机械制造有限公司 | A kind of laying rack of spheroidal graphite pipe |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180928 Termination date: 20210201 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |