CN202672128U - Elevated pile cushion cap type seaborne booster station - Google Patents
Elevated pile cushion cap type seaborne booster station Download PDFInfo
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- CN202672128U CN202672128U CN 201220172479 CN201220172479U CN202672128U CN 202672128 U CN202672128 U CN 202672128U CN 201220172479 CN201220172479 CN 201220172479 CN 201220172479 U CN201220172479 U CN 201220172479U CN 202672128 U CN202672128 U CN 202672128U
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- pile
- cushion cap
- boosting station
- offshore boosting
- highrise
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Abstract
The utility model discloses an elevated pile cushion cap type seaborne booster station comprising a concrete tube pile cushion cap foundation and an upper portion structure, wherein the upper portion structure is arranged on the concrete tube pile cushion cap foundation. The elevated pile cushion cap type seaborne booster station overcomes the defect that electric and fire-fighting arrangement of the seaborne booster station is in contradiction to manufacture cost, and effectively solves the problem of electric power transmission of an offshore wind electricity plant.
Description
Technical field
The utility model relates to the offshore wind farm industry, relates in particular to a kind of highrise pile cap formula offshore boosting station.
Background technology
The intertidal zone is between the high and low tidal level of spring tide, the area that is submerged and exposes with tiding.According to preresearch estimates, the intertidal zone annual mean wind speed can reach the 6-7 meter per second, so possesses utilizable wind energy in the intertidal zone.
For offshore wind farms, its installed capacity is large, the offshore distance, and in order to reduce power transmission engineering line loss, it is necessary building offshore boosting station.The platform cost of offshore boosting station is high, and the size of offshore boosting station and weight are the keys of design offshore boosting station design and installation.But, there is no at present the precedent of building offshore boosting station at greater coasting area.
Therefore, need to provide a kind of highrise pile cap formula offshore boosting station to address the above problem in the prior art.
The utility model content
In order to address this problem, the utility model discloses a kind of highrise pile cap formula offshore boosting station, described highrise pile cap formula offshore boosting station comprises concrete pipe Pile-supported stand foundation and superstructure, described superstructure is arranged on the described concrete pipe Pile-supported stand foundation.
Preferably, described concrete pipe Pile-supported stand foundation is comprised of pier stud, cushion cap and pile tube, and described cushion cap is connected between described pier stud and the described pile tube.
Preferably, described pier stud is the rectangle reinforced concrete post, its be connected superstructure and connect.
Preferably, be furnished with described pile tube under the described cushion cap, described pile tube is arranged in the corresponding bearing stratum.
Preferably, described superstructure is divided into three layers.
Preferably, be provided with berthing member and boarding platform on the described pier stud.
Highrise pile cap formula offshore boosting station of the present utility model solves offshore boosting station at layout and the conflicting bottlenecks of cost such as electric, fire-fightings, efficiently solves the problem of offshore wind farms electric power conveying.
Introduced the concept of a series of reduced forms in the utility model content part, this will further describe in specific embodiment part.The utility model content part does not also mean that key feature and the essential features that will attempt to limit technical scheme required for protection, does not more mean that the protection domain of attempting to determine technical scheme required for protection.
Below in conjunction with accompanying drawing, describe advantage of the present utility model and feature in detail.
Description of drawings
Fig. 1 is the front view according to the highrise pile cap formula offshore boosting station of an embodiment of the utility model;
Fig. 2 is the lateral view according to the highrise pile cap formula offshore boosting station of an embodiment of the utility model;
Fig. 3 is the top view according to the highrise pile cap formula offshore boosting station of an embodiment of the utility model.
The specific embodiment
In the following description, having provided a large amount of concrete details understands the utility model more thoroughly in order to provide.Yet, it will be apparent to one skilled in the art that the utility model can need not one or more these details and implemented.In other example, for fear of obscuring with the utility model, be not described for technical characterictics more well known in the art.
In order thoroughly to understand the utility model, detailed structure will be proposed in following description.Obviously, execution of the present utility model is not limited to the specific details that those skilled in the art has the knack of.Preferred embodiment of the present utility model is described in detail as follows, yet except these were described in detail, the utility model can also have other embodiments.
Below in conjunction with accompanying drawing embodiment of the present utility model is described in detail.
Referring to figs. 1 to Fig. 3, show the highrise pile cap formula offshore boosting station according to an embodiment of the utility model.
Highrise pile cap formula offshore boosting station of the present utility model comprises concrete pipe Pile-supported stand foundation 1 and superstructure 2, and superstructure 2 is arranged on the concrete pipe Pile-supported stand foundation 1.
Wherein, concrete pipe Pile-supported stand foundation 1 is comprised of pier stud 11, cushion cap 12 and pile tube 13, and wherein cushion cap 12 is connected between pier stud 11 and the pile tube 13.For example, pier stud 11 can be 1.8m * 1.8m rectangle reinforced concrete post, and it is in order to be connected connection with superstructure.16 pier studs 11 can be set.Cushion cap 12 each length of side can be 5.6m * 5.6m * 1.6m, and the end face absolute altitude is 0.0m, have 16 cushion caps, can arrange 9 prestressed concrete pipe piles 13 under each cushion cap, and need pile sinking to enter corresponding bearing stratum.Can establish the Accessory Members such as berthing member 3, boarding platform 4 on the pier stud 11 of basis.
Superstructure 2 is divided into three layers, first floor deck, second deck, top layer deck and layer deck, apron 21.
Highrise pile cap formula offshore boosting station of the present utility model solves offshore boosting station at layout and the conflicting bottlenecks of cost such as electric, fire-fightings, efficiently solves the problem of offshore wind farms electric power conveying.
The utility model is illustrated by above-described embodiment, but should be understood that, above-described embodiment just is used for for example and the purpose of explanation, but not is intended to the utility model is limited in the described scope of embodiments.It will be understood by those skilled in the art that in addition; the utility model is not limited to above-described embodiment; can also make more kinds of variants and modifications according to instruction of the present utility model, these variants and modifications all drop in the utility model scope required for protection.Protection domain of the present utility model is defined by the appended claims and equivalent scope thereof.
Claims (6)
1. a highrise pile cap formula offshore boosting station is characterized in that, described highrise pile cap formula offshore boosting station comprises concrete pipe Pile-supported stand foundation and superstructure, and described superstructure is arranged on the described concrete pipe Pile-supported stand foundation.
2. according to highrise pile cap formula offshore boosting station claimed in claim 1, it is characterized in that, described concrete pipe Pile-supported stand foundation is comprised of pier stud, cushion cap and pile tube, and described cushion cap is connected between described pier stud and the described pile tube.
3. according to highrise pile cap formula offshore boosting station claimed in claim 2, it is characterized in that, described pier stud is the rectangle reinforced concrete post, its be connected superstructure and connect.
4. according to highrise pile cap formula offshore boosting station claimed in claim 3, it is characterized in that, be furnished with described pile tube under the described cushion cap, described pile tube is arranged in the corresponding bearing stratum.
5. according to highrise pile cap formula offshore boosting station claimed in claim 4, it is characterized in that, described superstructure is divided into three layers.
6. according to highrise pile cap formula offshore boosting station claimed in claim 5, it is characterized in that, be provided with berthing member and boarding platform on the described pier stud.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220172479 CN202672128U (en) | 2012-04-23 | 2012-04-23 | Elevated pile cushion cap type seaborne booster station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220172479 CN202672128U (en) | 2012-04-23 | 2012-04-23 | Elevated pile cushion cap type seaborne booster station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672128U true CN202672128U (en) | 2013-01-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220172479 Expired - Lifetime CN202672128U (en) | 2012-04-23 | 2012-04-23 | Elevated pile cushion cap type seaborne booster station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672128U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924565A (en) * | 2014-05-05 | 2014-07-16 | 国电联合动力技术有限公司 | Offshore booster station and construction method thereof |
-
2012
- 2012-04-23 CN CN 201220172479 patent/CN202672128U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924565A (en) * | 2014-05-05 | 2014-07-16 | 国电联合动力技术有限公司 | Offshore booster station and construction method thereof |
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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: 20130116 |