CN103205981A - Positioning structure for installation and grouting of jacket basis of offshore wind turbine - Google Patents
Positioning structure for installation and grouting of jacket basis of offshore wind turbine Download PDFInfo
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- CN103205981A CN103205981A CN2013100957672A CN201310095767A CN103205981A CN 103205981 A CN103205981 A CN 103205981A CN 2013100957672 A CN2013100957672 A CN 2013100957672A CN 201310095767 A CN201310095767 A CN 201310095767A CN 103205981 A CN103205981 A CN 103205981A
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- spud leg
- grouting
- flange
- marine pile
- offshore wind
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Abstract
The invention discloses a positioning structure for installation and grouting of jacket basis of offshore wind turbines. The positioning structure includes a plurality of spud legs of the jacket basis and tubular underwater piles. The spud legs and the under water piles are matched with each other and the spud legs are inserted into the underwater piles through the upper nozzles of the underwater piles and suspended in the underwater piles. Spud legs fixing structures are arranged between the underwater piles and the spud legs. According to the positioning structure for installation and grouting of jacket basis of offshore wind turbines, the jacket basis of offshore wind turbines is fixed by the positioning structure in advance and the subsequent grouting is being prepared. The positioning structure is low in cost, easy to operate and small in operating time. Further, there is no need to dismantle the positioning structure.
Description
Technical field
The present invention relates to a kind of offshore wind turbine, particularly a kind of location structure for the installation grouting of offshore wind turbine jacket basis.
Background technology
In recent years, owing to hasten towards saturation land wind-powered electricity generation day, offshore wind farm develops rapidly.Blower foundation is the important step that offshore wind farm is built.Because east China greater coasting area seabed is based on muddy soft soil, offshore wind turbine foundation is many with many pile caps, and four, six pile leader frame bases are main, by the annular space between stake and blower foundation spud leg is in the milk, with blower foundation be connected.
Because the particularity of offshore construction, must be subjected to the gravity of blower foundation in the installation process, wind load, the effect of load such as seaway load, especially wind and wave load, in jacket foundation grouting process, as not being completely fixed the position of blower foundation, then will influence the bonding strength of grouting, thereby influence the stability of blower foundation, potential safety hazard is buried in the normal operation of fan, influences the fan operation life-span, and the maintenance cost height.At present, both domestic and external all the employing built locating platform or adopted the pile holding device, methods such as pile clamping device, but complicated operation, and the cost height needs dismounting one by one, wastes time and energy.
Summary of the invention
The objective of the invention is to overcome the shortcoming of prior art with not enough, provide a kind of and for offshore wind turbine jacket basis the location structure of grouting is installed, in advance blower fan jacket basis is fixed by this location structure, for follow-up grouting is prepared, and cost is low, easy to operate, need not dismounting, the activity duration is few.
The present invention is achieved through the following technical solutions:
A kind of location structure for the installation grouting of offshore wind turbine jacket basis, the a plurality of spud legs that comprise blower fan jacket basis, and the marine pile of tubulose, spud leg is corresponding one by one with marine pile, it is characterized in that: described spud leg inserts and unsettled being sleeved in the marine pile through the marine pile upper end mouth of pipe, is provided with the spud leg fixed structure between each marine pile and spud leg.
One of embodiment, the spud leg fixed structure comprises two flanges, and wherein a flange and marine pile top are connected as a single entity, and another flange and spud leg excircle are connected as a single entity, and two flanges connect by bolt locking.
Wherein, all have on two flanges for the grout hole and the weep hole that are in the milk.Be provided with reinforcing rib between flange on the spud leg and the spud leg, be provided with reinforcing rib between the flange of marine pile and the marine pile.
Two of embodiment connects by the locking of one group of bolt between the brace group, is positioned at upper flange with the spud leg excircle is connected as a single entity, the brace group below being positioned at along marine pile top end opening circle distribution and with marine pile be one.
Wherein, be provided with reinforcing rib between the flange on the spud leg and the spud leg, be provided with reinforcing rib between the brace of marine pile and the marine pile.
A kind of for the basic location structure that grouting is installed of offshore wind turbine jacket as mentioned above, it is characterized in that the bolt hole on the described spud leg upper flange is radially or circumferential elongated hole, the bolt hole on described marine pile upper flange or the brace for the spud leg upper flange on bolt hole one next submit the wrong circumferentially or radially elongated hole that arranges.
A kind of location structure for the installation grouting of offshore wind turbine jacket basis is characterized in that described marine pile has standby grout hole as mentioned above.
The present invention has following advantage and effect with respect to prior art:
1, adopt bolt with spud leg upper flange and marine pile flange or brace locking, then blower foundation and marine pile are connected as a single entity, be beneficial to blower foundation opposing gravitational load, wind load and wave load make finishing smoothly of the follow-up installation process grouting of blower foundation, and guarantee the bonding strength that is in the milk, guarantee the stability of blower foundation, need not after grouting is finished bolt, flange dismounting, so cost is low, easy to operate, the activity duration is few.
2, each spud leg upper flange all has for the grout hole and the weep hole that are in the milk with the top flange of its corresponding marine pile; Have standby grout hole in marine pile one side, convenient grouting is carried out smoothly.
3, need not after grouting is finished bolt, flange dismounting, so cost is low, easy to operate, the activity duration is few, is conducive to the present invention and extensively promotes the use of.
4, spud leg upper flange and marine pile flange or brace bolt hole be respectively one next submit the wrong elongated hole of radially offering with circumferencial direction that arranges, to solve because install, bolt grout hole alignment issues that test or welding error wait to bring.
Description of drawings
Fig. 1 is concrete structure schematic diagram of the present invention.
Fig. 2 is the A enlarged drawing among Fig. 1.
Fig. 3 is the sectional drawing of Fig. 2 of the present invention.
Fig. 4 is spud leg upper flange structural representation among the present invention.
Fig. 5 is marine pile upper flange structural representation among the present invention.
The specific embodiment
The present invention is described in further detail below in conjunction with embodiment and accompanying drawing, but embodiments of the present invention are not limited thereto.
Embodiment
Extremely shown in Figure 5 as Fig. 1, a kind of location structure for the installation grouting of offshore wind turbine jacket basis, the a plurality of spud legs 2 that comprise blower fan jacket basis 1, and the marine pile 6 of tubulose, spud leg 2 is corresponding one by one with marine pile 6, spud leg 2 inserts and unsettled being sleeved in the marine pile 6 through the marine pile 6 upper end mouths of pipe, is provided with the spud leg fixed structure between each marine pile 6 and spud leg 2.
The embodiment of the invention one:
The spud leg fixed structure comprises upper and lower two flanges, and two flanges connect by bolt 4 lockings, and wherein a flange 5 is welded as a whole with marine pile 6 tops, and another flange 3 is welded as a whole with spud leg 2 excircles; Spud leg 2 upper flanges 3 have grout hole 31 and the weep hole 32 for grouting, with marine pile 6 upper flanges 5 corresponding grout hole 51 and the weep holes 52 that have for grouting that spud leg 2 upper flanges 3 cooperate, grout hole 51 and weep hole 52 and grout hole 31 and weep hole 32 one by one over against.
Except above-mentioned spud leg fixed structure, the present invention can also have other fixed structures, embodiment two: the spud leg fixed structure comprises flange and the brace group (not shown) of upper and lower setting, have grout hole and weep hole for grouting on the flange, a plurality of braces that the brace group was arranged by the circle spacing are formed, be connected by one group of bolt locking between flange and the brace group, be positioned at upper flange and the spud leg excircle is welded as a whole, the brace group that is positioned at the below distributes and is welded as a whole with marine pile along marine pile pile jacking face opening perimeter.
In above-mentioned two examples of implementation, also can further improve, it is as follows that it improves structure:
Among the embodiment one, be provided with between the flange 3 on the spud leg 2 and the spud leg 2 and strengthen 7 muscle, be provided with reinforcing rib 8 between the flange 5 of marine pile 6 and the marine pile 6.
Two kinds of embodiment are provided with reinforcing rib between the flange on the spud leg 2 and the spud leg 2, also are provided with reinforcing rib between each brace of marine pile 6 and the marine pile 6.
Further improve, be provided with reinforcing rib 7(between the flange 3 on the spud leg 2 and the spud leg 2 and see Fig. 2 and Fig. 3), be provided with reinforcing rib 8(between the flange 5 of marine pile 6 and the marine pile 6 and see Fig. 2 and Fig. 3).
Be convenient grouting, each spud leg 2 upper flange 3 has for grouting among the present invention grout hole 31 and weep hole 32(see Fig. 4).Cooperate stake face flange 5 corresponding grout hole 51 and the weep hole 52(that have for grouting of marine pile 6 to see Fig. 5 with each spud leg 2 upper flange 3).
Further improve, have standby grout hole 9(in each marine pile one side and see Fig. 3), guarantee to be in the milk and carry out in passing.
Further improve, the bolt hole 33 on spud leg 2 upper flanges 3 be circumferential elongated hole (see figure 4), the bolt hole 53 on marine pile 6 upper flanges 5 for spud leg 2 upper flanges 3 on bolt hole 33 1 next submit the radially elongated hole (see figure 5) of wrong setting.
Above-described embodiment is preferred implementation of the present invention; but embodiments of the present invention are not restricted to the described embodiments; other any do not deviate from change, the modification done under spiritual essence of the present invention and the principle, substitutes, combination, simplify; all should be the substitute mode of equivalence, be included within protection scope of the present invention.
Claims (8)
1. one kind is used for the location structure that the installation of offshore wind turbine jacket basis is in the milk, the a plurality of spud legs that comprise blower fan jacket basis, and the marine pile of tubulose, spud leg is corresponding one by one with marine pile, it is characterized in that: described spud leg inserts and unsettled being sleeved in the marine pile through the marine pile upper end mouth of pipe, is provided with the spud leg fixed structure between each marine pile and spud leg.
2. according to the described a kind of location structure for the installation grouting of offshore wind turbine jacket basis of claim 1, it is characterized in that described spud leg fixed structure comprises two flanges, wherein a flange and marine pile top are connected as a single entity, another flange and spud leg excircle are connected as a single entity, and two flanges connect by bolt locking.
3. according to the described a kind of location structure for the installation grouting of offshore wind turbine jacket basis of claim 2, it is characterized in that all having on described two flanges grout hole and weep hole for grouting.
4. a kind ofly for offshore wind turbine jacket basis the location structure of grouting is installed according to claim 2 is described, is it is characterized in that being provided with reinforcing rib between flange on the described spud leg and the spud leg, be provided with reinforcing rib between the flange of marine pile and the marine pile.
5. according to the described a kind of location structure for the installation grouting of offshore wind turbine jacket basis of claim 1, it is characterized in that described spud leg fixed structure comprises flange and the brace group of upper and lower setting, have grout hole and weep hole for grouting on the flange, a plurality of braces that the brace group was arranged by the circle spacing are formed, be connected by one group of bolt locking between flange and the brace group, be positioned at upper flange and the spud leg excircle is connected as a single entity, the brace group that is positioned at the below along marine pile top end opening circle distribution and with marine pile be one.
6. a kind ofly for offshore wind turbine jacket basis the location structure of grouting is installed according to claim 5 is described, is it is characterized in that being provided with reinforcing rib between flange on the described spud leg and the spud leg, be provided with reinforcing rib between the brace of marine pile and the marine pile.
7. according to claim 1 or 5 described a kind of location structures for the installation grouting of offshore wind turbine jacket basis, it is characterized in that the bolt hole on the described spud leg upper flange is radially or circumferential elongated hole, the bolt hole on described marine pile upper flange or the brace for the spud leg upper flange on bolt hole one next submit the wrong circumferentially or radially elongated hole that arranges.
8. according to claim 1 or 5 described a kind of location structures for the installation grouting of offshore wind turbine jacket basis, it is characterized in that described marine pile has standby grout hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100957672A CN103205981A (en) | 2013-03-22 | 2013-03-22 | Positioning structure for installation and grouting of jacket basis of offshore wind turbine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100957672A CN103205981A (en) | 2013-03-22 | 2013-03-22 | Positioning structure for installation and grouting of jacket basis of offshore wind turbine |
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| CN103205981A true CN103205981A (en) | 2013-07-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2013100957672A Pending CN103205981A (en) | 2013-03-22 | 2013-03-22 | Positioning structure for installation and grouting of jacket basis of offshore wind turbine |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103925171A (en) * | 2014-04-02 | 2014-07-16 | 上海交通大学 | Heavy-draught multi-column floating foundation of offshore wind turbine |
| CN110438982A (en) * | 2019-08-12 | 2019-11-12 | 中国建筑第二工程局有限公司 | A kind of pile end board and tubular pole connection method |
| CN113431080A (en) * | 2021-06-29 | 2021-09-24 | 同济大学建筑设计研究院(集团)有限公司 | Underwater bolt connecting structure of marine jacket and pile foundation and construction method |
| WO2023040171A1 (en) * | 2021-09-16 | 2023-03-23 | 中国华能集团清洁能源技术研究院有限公司 | Offshore wind power multi-pile foundation |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110021216A (en) * | 2009-08-25 | 2011-03-04 | 홍경엽 | Construction method of good environment type steel pipe electric pole |
| CN102777333A (en) * | 2012-07-21 | 2012-11-14 | 广东明阳风电产业集团有限公司 | Truss structure of wind turbine generator set |
| CN203238652U (en) * | 2013-03-22 | 2013-10-16 | 广东明阳风电产业集团有限公司 | Positioning structure for installing and grouting offshore wind turbine jacket foundation |
-
2013
- 2013-03-22 CN CN2013100957672A patent/CN103205981A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20110021216A (en) * | 2009-08-25 | 2011-03-04 | 홍경엽 | Construction method of good environment type steel pipe electric pole |
| CN102777333A (en) * | 2012-07-21 | 2012-11-14 | 广东明阳风电产业集团有限公司 | Truss structure of wind turbine generator set |
| CN203238652U (en) * | 2013-03-22 | 2013-10-16 | 广东明阳风电产业集团有限公司 | Positioning structure for installing and grouting offshore wind turbine jacket foundation |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103925171A (en) * | 2014-04-02 | 2014-07-16 | 上海交通大学 | Heavy-draught multi-column floating foundation of offshore wind turbine |
| CN110438982A (en) * | 2019-08-12 | 2019-11-12 | 中国建筑第二工程局有限公司 | A kind of pile end board and tubular pole connection method |
| CN113431080A (en) * | 2021-06-29 | 2021-09-24 | 同济大学建筑设计研究院(集团)有限公司 | Underwater bolt connecting structure of marine jacket and pile foundation and construction method |
| WO2023040171A1 (en) * | 2021-09-16 | 2023-03-23 | 中国华能集团清洁能源技术研究院有限公司 | Offshore wind power multi-pile foundation |
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Application publication date: 20130717 |