CN202247934U - Deep-buried barrel type wind turbine generator base structure - Google Patents
Deep-buried barrel type wind turbine generator base structure Download PDFInfo
- Publication number
- CN202247934U CN202247934U CN2011203435882U CN201120343588U CN202247934U CN 202247934 U CN202247934 U CN 202247934U CN 2011203435882 U CN2011203435882 U CN 2011203435882U CN 201120343588 U CN201120343588 U CN 201120343588U CN 202247934 U CN202247934 U CN 202247934U
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- Prior art keywords
- buried
- generator base
- deep
- barrel
- type wind
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- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 238000004873 anchoring Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 6
- 238000005452 bending Methods 0.000 abstract description 5
- 239000011150 reinforced concrete Substances 0.000 abstract description 2
- 230000005611 electricity Effects 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 210000004080 Milk Anatomy 0.000 description 1
- 210000003205 Muscles Anatomy 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 241000220317 Rosa Species 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005684 electric field Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000001172 regenerating Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
Abstract
The utility model relates to a deep-buried type wind turbine generator base structure, and aims to provide a novel deep-buried type wind turbine generator base structure which is suitable for intertidal zones, plains, mountainous areas and other geological conditions, safe, reliable, convenient in construction, economical and environmentally friendly, has good bending rigidity and small occupied area, and saves reinforced concrete. The utility model adopts the following technical scheme: the deep-buried type wind turbine generator base structure comprises a deep-buried barrel type structure shaped like a hollow inverted round platform, the deep-buried barrel type structure is provided with a barrel wall and a barrel chassis, and a ring of adjusting bolt components are arranged circumferentially along the top of the barrel wall. The deep-buried type wind turbine generator base structure is suitable for onshore wind turbine generator base structure treatment.
Description
Technical field
The utility model relates to a kind of wind driven generator base structure, especially a kind of buried cartridge type wind driven generator base structure.Be applicable to land wind driven generator base structure treatment.
Background technology
Energy scarcity and global warming are world today's problems the most deeply concerned; Wind energy is as a kind of reproducible clean energy resource; Huge with its amount of accumulateing, distribute extensively, advantage such as pollutions not, receive the increasing attention in countries in the world, accelerate to develop the common recognition that wind energy has become global energy circle.Wind energy is inexhaustible.In the epoch of stressing sustainable development, protection environment, wind-powered electricity generation has become general welcome clean energy resource.
In China, the wind-power electricity generation industry is an emerging industry.Last century, the eighties rose, and China's introduction of foreign technology is Construction of Wind farm at home progressively.After 2000,, domestic wind-power electricity generation industry is developed rapidly because country encourages the development and utilization to regenerative resource.
Up to the present, China in the Inner Mongol, Gansu, Hebei and the coastal region in east China built up large quantities of land wind energy turbine set.Land wind electric field blower foundation generally adopts spread footing, pile foundation, anchor pole basis, but along with the extensive development of wind-powered electricity generation industry, and land resources is nervous, day by day manifest with the problem such as shield of giving of local other industries.
Summary of the invention
The technical problem that the utility model will solve is: to the problem of above-mentioned existence; A kind of buried cartridge type wind driven generator base structure that can be applicable to various geological conditionss such as beach, Plain and mountain region is provided; Has good bending rigidity; And can well save Reinforced Concrete Materials, and be that a kind of floor space is little, safe and reliable, construction is convenient, the novel wind generator basis pattern of economic environmental protection.
The technical scheme that the utility model adopted is: buried cartridge type wind driven generator base structure; It is characterized in that: the buried cylindrical structure that comprises the hollow reverse frustoconic; This buried cylindrical structure has barrel and tube chassis, along circumference one circle is set at the barrel top and regulates bolt assembly.
Radially be some dishes of radial even layout strutbeam at the top of buried cylindrical structure.
Said adjusting bolt assembly is made up of screw rod, anchoring steel disc and detachable steel loop, and the screw rod of band anchoring steel disc is pre-buried inner in barrel, and the screw rod top is fixed by the detachable steel loop that has two circle bolts hole.
Said dish strutbeam is 3 ~ 5.
The beneficial effect of the utility model is: (1) blower foundation is a special construction by the stressed generation huge bending moment of large eccentricity.Different by vertical drag balance blower fan huge bending moment with conventional blower foundation (spread footing), buried bucket foundation is main horizontal drag balance blower fan huge bending moment by the buried soil body, has given full play to the horizontal force drag of deep foundation; (2) employing dish strutbeam, the dish strutbeam can provide very big horizontal force near basic ground, be used to resist moment of flexure and the horizontal force that blower fan is passed to the basis; (3) adopt buried cartridge type blower foundation, compare floor space with other blower foundations and reduce more than 50%, the protection limited land resources; (4) adopt buried cartridge type blower foundation, compare the base concrete amount with conventional spread footing and can reduce more than 30%, the reinforcing bar amount can reduce more than 70%; (5) adopt buried cartridge type blower foundation, compare face of land excavation area and excavation backfill amount with other blower foundations still less, reduce the ecosystem environment damage; (6) adopt buried cartridge type blower foundation, less or need not drive piles in the relatively poor area piling of grounds such as weak soil; (7) adopt buried cartridge type blower foundation, simple in structure, assembling reinforcement, formwork erection such as build at easy construction; (8) adopt buried cartridge type blower foundation, between blower foundation and tower tube, adopt bolt to be connected, do not need expensive steel discharge ring, bolt connects relative discharge ring and connects stressed more evenly, and connecting bolt applies barrel prestressing force, and connecting fastening force, to be difficult for pine slow.(9) adopt buried cartridge type blower foundation, pre-buried cable conduit path is short, and cable no longer passes through long pipeline, and cable laying is comparatively convenient.
Description of drawings
Fig. 1 is the vertical view of the utility model.
Fig. 2 is the sectional drawing of the utility model.
The specific embodiment
Like Fig. 1, shown in Figure 2, present embodiment is the buried cartridge type wind driven generator base structure that steel concrete is built, and has the buried cylindrical structure 1 of hollow reverse frustoconic, and said buried cylindrical structure 1 comprises barrel 4 and tube chassis 5, and barrel surrounds a hole 6 with the tube chassis.This routine buried cylindrical structure 1 top radially is 4 dishes of radial even layout strutbeam 2.Said dish strutbeam 2 calculates according to the geological condition of construction environment and determines whether the quantity of arranging and arranging.
Barrel 4 end faces are provided with a circle along circumference and regulate bolt assembly 3; Said adjusting bolt assembly 3 is made up of screw rod 7, anchoring steel disc 8 and detachable steel loop 9; The screw rod 7 of band anchoring steel disc 8 is pre-buried in barrel 4; Screw rod 7 tops are fixing with the detachable steel loop that has two circle bolts hole 9, by the time buried cylindrical structure 1 end face concrete reaches certain intensity, detachable steel loop 9 dismantled so that the recycling steel loop; With prestressing force screw rod 7 is connected with the blower fan tower barrel flange, connects the space and fill and lead up, be in the milk and expect to need to adopt low void content, hang down the material that contraction, high-intensity cement based or epoxy radicals etc. are easy to construct with grouting.
It is suitable that said screw rod 7 exposes barrel 4 end face length, is convenient to connect the coxopodite tower drum flange, and the quantity of screw rod 7 should be consistent with coxopodite tower drum flange and detachable steel loop 9 upper bolt holes.
The degree of depth of said buried cylindrical structure 1 is adjusted according to geology and blower fan load; Dish strutbeam 2 can be according to prevailing wind direction along blower foundation center adjustment position, and dish strutbeam 2 is tied up muscle with buried cylindrical structure 1 and built, and whether tep reel strutbeam 2 calculates according to geological condition blower foundation decides.The tube hole that buried cylindrical structure 1 hollow part forms is used to pass through the outlet cable of wind power generating set, and fills with soil.
Claims (4)
1. buried cartridge type wind driven generator base structure; It is characterized in that: the buried cylindrical structure (1) that comprises the hollow reverse frustoconic; This buried cylindrical structure has barrel (4) and tube chassis (5), along circumference one circle is set at barrel (4) top and regulates bolt assembly (3).
2. buried cartridge type wind driven generator base structure according to claim 1 is characterized in that: radially be some dishes of radial even layout strutbeam (2) at the top of buried cylindrical structure (1).
3. buried cartridge type wind driven generator base structure according to claim 1 and 2; It is characterized in that: said adjusting bolt assembly (3) is made up of screw rod (7), anchoring steel disc (8) and detachable steel loop (9); The screw rod (7) of band anchoring steel disc (8) is pre-buried in barrel (4) inside, and screw rod (7) top is fixing by the detachable steel loop (9) that has two circle bolts hole.
4. buried cartridge type wind driven generator base structure according to claim 1 and 2, it is characterized in that: said dish strutbeam (2) is 3 ~ 5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203435882U CN202247934U (en) | 2011-09-14 | 2011-09-14 | Deep-buried barrel type wind turbine generator base structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203435882U CN202247934U (en) | 2011-09-14 | 2011-09-14 | Deep-buried barrel type wind turbine generator base structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202247934U true CN202247934U (en) | 2012-05-30 |
Family
ID=46109196
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203435882U Expired - Lifetime CN202247934U (en) | 2011-09-14 | 2011-09-14 | Deep-buried barrel type wind turbine generator base structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202247934U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102966115A (en) * | 2012-12-18 | 2013-03-13 | 湘电风能有限公司 | Foundation of wind-driven generator unit |
| CN102979109A (en) * | 2012-12-17 | 2013-03-20 | 中国水电顾问集团西北勘测设计研究院 | Design method of assembled-type prestressed concrete cylindrical column base |
| CN103953058A (en) * | 2014-03-07 | 2014-07-30 | 江苏金海新能源科技有限公司 | Coaxial steel tube foundation |
| CN104328794A (en) * | 2014-11-04 | 2015-02-04 | 国家电网公司 | Narrow-base-tower four-leg combined sunk well foundation |
| CN104372806A (en) * | 2014-11-17 | 2015-02-25 | 山东科技大学 | Mountain area reinforced concrete hollow-cone flexible wind power foundation and construction method thereof |
| CN104975613A (en) * | 2015-07-15 | 2015-10-14 | 中国能源建设集团安徽电力建设第一工程有限公司 | Wind generator set foundation structure adapted to low-temperature environment |
-
2011
- 2011-09-14 CN CN2011203435882U patent/CN202247934U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979109A (en) * | 2012-12-17 | 2013-03-20 | 中国水电顾问集团西北勘测设计研究院 | Design method of assembled-type prestressed concrete cylindrical column base |
| CN102979109B (en) * | 2012-12-17 | 2015-06-17 | 中国电建集团西北勘测设计研究院有限公司 | Design method of assembled-type prestressed concrete cylindrical column base |
| CN102966115A (en) * | 2012-12-18 | 2013-03-13 | 湘电风能有限公司 | Foundation of wind-driven generator unit |
| CN103953058A (en) * | 2014-03-07 | 2014-07-30 | 江苏金海新能源科技有限公司 | Coaxial steel tube foundation |
| CN103953058B (en) * | 2014-03-07 | 2018-04-10 | 江苏金海新能源科技有限公司 | Coaxial steel cylinder basis |
| CN104328794A (en) * | 2014-11-04 | 2015-02-04 | 国家电网公司 | Narrow-base-tower four-leg combined sunk well foundation |
| CN104372806A (en) * | 2014-11-17 | 2015-02-25 | 山东科技大学 | Mountain area reinforced concrete hollow-cone flexible wind power foundation and construction method thereof |
| CN104372806B (en) * | 2014-11-17 | 2015-12-09 | 山东科技大学 | Reinforced concrete hollow cone mountain area wind-powered electricity generation flexible foundation and construction method thereof |
| CN104975613A (en) * | 2015-07-15 | 2015-10-14 | 中国能源建设集团安徽电力建设第一工程有限公司 | Wind generator set foundation structure adapted to low-temperature environment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120530 |
|
| CX01 | Expiry of patent term |