CN207062916U - A kind of partial installation formula booster stations - Google Patents
A kind of partial installation formula booster stations Download PDFInfo
- Publication number
- CN207062916U CN207062916U CN201720910101.1U CN201720910101U CN207062916U CN 207062916 U CN207062916 U CN 207062916U CN 201720910101 U CN201720910101 U CN 201720910101U CN 207062916 U CN207062916 U CN 207062916U
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- CN
- China
- Prior art keywords
- chunk
- jacket
- steel
- booster stations
- ductule
- 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 - Fee Related
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Abstract
The utility model discloses a kind of partial installation formula booster stations, including support section and booster stations part, the support section includes the steel-pipe pile of several vertical regular arrangements, big jacket and ductule frame is installed on the steel-pipe pile, the booster stations part includes more pillars, switch cubicle chunk, GIS chunks, 1# main transformer chunks, 2# main transformers chunk and auxiliary chunk, every group of chunk is fixed on big jacket and ductule frame by pillar respectively, the utility model is using small one and large one two jackets as support component, and jacket is in inverted cone-shaped structure, substantially increase support component bears gravity, reduce difficulty of construction simultaneously；Booster stations part is mainly in the switch cubicle chunk of upper, middle and lower three-decker, GIS chunks, 1# main transformers chunk, 2# main transformers chunk and auxiliary chunk, five chunks each install by independent split type, low is required to ship machine equipment, reduce installation cost, solve the installation problem that the depth of water crosses neritic zone offshore boosting station, reduce security risk again.
Description
Technical field
A kind of offshore boosting station is the utility model is related to, specifically, is related to a kind of marine partial installation formula booster stations.
Background technology
Offshore boosting station is successively built, installed one by one positioned at sea, no land booster stations of the image of Buddha like that, general at present to use
Monoblock type Hoisting Program construction, i.e., using offshore boosting station upper chunk as a module, after completing on the coast, overall fortune
It is defeated to be installed to specified location by large-scale crane ship.But offshore boosting station upper chunk overall structure size is big, weight is big, adopts
Large-scale crane ship more than 2000t levels is needed with monoblock type Hoisting Program, cost is high, risk is big, while can not be excessively shallow in the depth of water
Marine site construction and installation.Therefore, the sea that a kind of security risk is low, low to ship machine equipment requirement has specially been invented regarding to the issue above
Upper booster stations split-type structural, solve the depth of water and cross neritic zone offshore boosting station installation problem.
Utility model content
The purpose of this utility model is to provide a kind of partial installation formula booster stations, and its structure design can realize partial installation,
It is convenient and swift, avoid the use of large-scale crane ship.
The technical solution adopted in the utility model is：
A kind of partial installation formula booster stations, including support section and booster stations part, the support section include several perpendicular
To the steel-pipe pile of regular arrangement, big jacket and ductule frame is installed on the steel-pipe pile, the booster stations part includes more
Root pillar, switch cubicle chunk, GIS chunks, 1# main transformers chunk, 2# main transformers chunk and auxiliary chunk, the bottom of the pillar is fixed
On big jacket and ductule frame, the switch cubicle chunk, GIS chunks, 1# main transformers chunk, 2# main transformers chunk and auxiliary chunk
It is three-decker, every group of chunk is fixed on big jacket and ductule frame by pillar respectively, the top of two of which chunk
Layer is separately installed with helideck and boom hoisting, and the surrounding of the top layer of every group of chunk is additionally provided with guardrail, the ductule frame
On be provided with cat ladder, the big jacket and ductule frame are in inverted cone-shaped structure.
Further, fixed and connected by jacket thimble assembly between the steel-pipe pile and big jacket and ductule frame
Connect, the jacket thimble assembly includes guide pad, jacket sleeve pipe, grouting sealer, hard rubber packing ring, steel packing ring and ox
Leg, the jacket sleeve pipe are set in outside steel-pipe pile, and the guide pad is arranged on the inwall of jacket sleeve pipe, the grouting envelope
Close device to be arranged between steel-pipe pile and jacket sleeve pipe, the bracket is arranged on the bottom of jacket sleeve pipe, the hard rubber pad
Circle and steel packing ring are arranged between jacket sleeve pipe and bracket.
Further, it is additionally provided with warning lamp on the chunk of one of which.
Further, the Z-shape structure in cross section of the grouting sealer.
The utility model has the advantages that：Using small one and large one two jackets as support component, and jacket is in back taper
Shape structure, substantially increases the gravity that bears of support component, while reduces difficulty of construction；It is in upper, middle and lower that booster stations part, which is mainly,
The switch cubicle chunk of three-decker, GIS chunks, 1# main transformers chunk, 2# main transformers chunk and auxiliary chunk, five chunks are each independent
Split installation, low is required to ship machine equipment, installation cost is reduced, solves the installation that the depth of water crosses neritic zone offshore boosting station
Problem, security risk is reduced again.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model.
Fig. 2 is the structural representation of every group of chunk.
Structural representations of the Fig. 3 between steel-pipe pile and big jacket and ductule frame.
Fig. 4 is Fig. 3 partial enlarged drawing.
Wherein：1st, steel-pipe pile, 2, big jacket, 3, ductule frame, 4, pillar, 9, switch cubicle chunk, 10, GIS chunks,
11st, 1# main transformers chunk, 12,2# main transformer chunks, 13, auxiliary chunk, 14, helideck, 15, boom hoisting, 16, guardrail, 17, climb
Ladder, 18, guide pad, 19, jacket sleeve pipe, 20, grouting sealer, 21, hard rubber packing ring, 22, steel packing ring, 23, bracket,
24th, warning lamp.
Embodiment
As shown in Figure 1 and Figure 2, a kind of partial installation formula booster stations, including support section and booster stations part, support section
Include the steel-pipe pile 1 of several vertical regular arrangements, big jacket 2 and ductule frame 3, booster stations portion are installed on steel-pipe pile 1
Dividing includes more pillars 4, switch cubicle chunk 9, GIS chunks 10,1# main transformers chunk 11,2# main transformers chunk 12 and auxiliary chunk 13,
The bottom of pillar 4 is fixed on big jacket 2 and ductule frame 3, switch cubicle chunk 9, GIS chunks 10,1# main transformers chunk 11,2#
Main transformer chunk 12 and auxiliary chunk 13 are three-decker, and every group of chunk forms a single chunk by pillar 4 respectively, often
Group chunk is separately fixed on big jacket 2 and ductule frame 3, and the top layer of two chunks is separately installed with helideck wherein
14 and boom hoisting 15, the surrounding of the top layer of every group of chunk be additionally provided with guardrail 16, cat ladder 17 be provided with ductule frame 3,
Big jacket and ductule frame are in inverted cone-shaped structure.
As shown in Figure 3 and Figure 4, steel-pipe pile 1 and consolidated between jacket 2 and ductule frame 3 by jacket thimble assembly greatly
Fixed connection, jacket thimble assembly include guide pad 18, jacket sleeve pipe 19, grouting sealer 20, hard rubber packing ring 21, steel
Packing ring 22 and bracket 23, jacket sleeve pipe 19 are set in outside steel-pipe pile 1, and guide pad 18 is arranged on the inwall of jacket sleeve pipe 19
On, grouting sealer 20 is arranged between steel-pipe pile 1 and jacket sleeve pipe 19, and bracket 23 is arranged on the bottom of jacket sleeve pipe 19
Portion, hard rubber packing ring 21 and steel packing ring 22 are arranged between jacket sleeve pipe 19 and bracket 23, wherein on one group of chunk
Warning lamp 24 is additionally provided with, the Z-shape structure in cross section for the sealer 20 that is in the milk.
When mounted, the steel-pipe pile of several vertical regular arrangements is driven piles in specified location, then by small one and large one
Jacket be fixed on steel-pipe pile.Five chunks are individually fixed on corresponding pillar and form single chunk, utilize fortune
Five chunks are transported specified location erection sequence and are installed to one by one on jacket by defeated ship, and installation process realizes split type peace
Dress, can complete to install without large-scale crane ship oceangoing ship, require low to ship machine equipment, security risk is low, while solves depth of water mistake
The installation problem of neritic zone offshore boosting station.
Claims (4)
1. a kind of partial installation formula booster stations, including support section and booster stations part, it is characterised in that：The supporting part subpackage
The steel-pipe pile of several vertical regular arrangements is included, big jacket and ductule frame, the booster stations portion are installed on the steel-pipe pile
Dividing includes more pillars, switch cubicle chunk, GIS chunks, 1# main transformers chunk, 2# main transformers chunk and auxiliary chunk, the pillar
Bottom is fixed on big jacket and ductule frame, the switch cubicle chunk, GIS chunks, 1# main transformers chunk, 2# main transformers chunk and
It is three-decker to aid in chunk, and every group of chunk is fixed on big jacket and ductule frame by pillar respectively, two of which
The top layer of chunk is separately installed with helideck and boom hoisting, and the surrounding of the top layer of every group of chunk is additionally provided with guardrail, described
Cat ladder is provided with ductule frame, the big jacket and ductule frame are in inverted cone-shaped structure.
A kind of 2. partial installation formula booster stations according to claim 1, it is characterised in that：The steel-pipe pile and big jacket
It is fixedly connected between ductule frame by jacket thimble assembly, the jacket thimble assembly includes guide pad, jacket
Sleeve pipe, grouting sealer, hard rubber packing ring, steel packing ring and bracket, the jacket sleeve pipe is set in outside steel-pipe pile, described to lead
It is arranged on to block on the inwall of jacket sleeve pipe, the grouting sealer is arranged between steel-pipe pile and jacket sleeve pipe, described
Bracket is arranged on the bottom of jacket sleeve pipe, the hard rubber packing ring and steel packing ring be arranged on jacket sleeve pipe and bracket it
Between.
A kind of 3. partial installation formula booster stations according to claim 1, it is characterised in that：Also set on the chunk of one of which
It is equipped with warning lamp.
A kind of 4. partial installation formula booster stations according to claim 2, it is characterised in that：The transversal of sealer of being in the milk
The Z-shape structure in face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720910101.1U CN207062916U (en) | 2017-07-26 | 2017-07-26 | A kind of partial installation formula booster stations |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720910101.1U CN207062916U (en) | 2017-07-26 | 2017-07-26 | A kind of partial installation formula booster stations |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207062916U true CN207062916U (en) | 2018-03-02 |
Family
ID=61517742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720910101.1U Expired - Fee Related CN207062916U (en) | 2017-07-26 | 2017-07-26 | A kind of partial installation formula booster stations |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207062916U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208607A (en) * | 2018-11-06 | 2019-01-15 | 江苏龙源振华海洋工程有限公司 | A kind of offshore boosting station jacket grout sealing technique |
| CN111945767A (en) * | 2020-07-24 | 2020-11-17 | 中交第三航务工程局有限公司 | Construction process of pile-first outer jacket type jacket of offshore wind power booster station |
-
2017
- 2017-07-26 CN CN201720910101.1U patent/CN207062916U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208607A (en) * | 2018-11-06 | 2019-01-15 | 江苏龙源振华海洋工程有限公司 | A kind of offshore boosting station jacket grout sealing technique |
| CN111945767A (en) * | 2020-07-24 | 2020-11-17 | 中交第三航务工程局有限公司 | Construction process of pile-first outer jacket type jacket of offshore wind power booster station |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180302 |