CN205779491U - Sectional prefabricating type concrete tower - Google Patents
Sectional prefabricating type concrete tower Download PDFInfo
- Publication number
- CN205779491U CN205779491U CN201620301334.7U CN201620301334U CN205779491U CN 205779491 U CN205779491 U CN 205779491U CN 201620301334 U CN201620301334 U CN 201620301334U CN 205779491 U CN205779491 U CN 205779491U
- Authority
- CN
- China
- Prior art keywords
- tower
- concrete tower
- sectional
- prefabricated
- prestress wire
- 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.)
- Active
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Landscapes
- Wind Motors (AREA)
Abstract
This utility model relates to a kind of concrete tower for wind-driven generator, especially for top be conventional steel tower, bottom be the sectional prefabricating type concrete tower of concrete tower type.The purpose of this utility model is to provide that a kind of construction technology is simple, transport and easy for installation, cheap sectional prefabricating type concrete tower.The technical solution of the utility model is: a kind of sectional prefabricating type concrete tower, including base foundation and the overall concrete tower tapered in round platform, concrete tower upper end is connected to the steel tower matched with its diameter, it is characterized in that: described concrete tower is spliced by the prefabricated tower segments of several horizontal fragmentations, all it is preset with in each prefabricated tower segments and in base foundation and is mutually aligned up and down and the prestress wire poling of rounded distribution, elongated in poling wear prestress wire and anchor after stretch-draw in the top and base foundation of concrete tower.This utility model is applicable to wind power generation field.
Description
Technical field
This utility model relates to a kind of concrete tower for wind-driven generator, especially for top be conventional steel tower, bottom be the sectional prefabricating type concrete tower of concrete tower type.It is applicable to wind power generation field.
Background technology
Along with China's wind power industry is rapidly developed, Wind turbines single-machine capacity is increasing, runner diameter is increasing, hub height is more and more higher.The supporting construction of traditional Wind turbines is steel cone tower, sectional making, it is connected with, steel tower has good looking appearance, feature easy for installation, but along with the development of Wind turbines maximization, for meeting stress and rigidity needs, the diameter of steel tower is increasing, when hub height is more than 100m, the diameter of its end section tower is considerably beyond the arrowhead of conventional highway transportation, thus limits the development that Wind turbines maximizes.
The problem of transport difficult for solution large-scale wind electricity unit steel tower diameter is excessive, need to reduce the height of steel tower, bottom tower will be changed into concrete tower by steel tower, and top tower still uses the steel tower of routine, the steel tower on top reduces due to height reduction, stress, and its diameter just can meet the requirement of conventional highway transportation.The concrete tower of bottom is owing to diameter is big, weight big, and complicated construction technique, concrete tower is in addition to needs meet structural strength and rigidity requirement, in addition it is also necessary to can transport easily and install, and reduce investment outlay.
Summary of the invention
The technical problems to be solved in the utility model is: for the problem of above-mentioned existence, it is provided that a kind of construction technology is simple, transport and easy for installation, cheap sectional prefabricating type concrete tower.
This utility model be the technical scheme is that a kind of sectional prefabricating type concrete tower, including base foundation and the overall concrete tower tapered in round platform, concrete tower upper end is connected to the steel tower matched with its diameter, it is characterized in that described concrete tower is spliced by the prefabricated tower segments of several horizontal fragmentations, all it is preset with in each prefabricated tower segments and in base foundation and is mutually aligned up and down and the prestress wire poling of rounded distribution, in poling elongated wear prestress wire and in the top and base foundation of concrete tower after stretch-draw anchor.
The wall thickness of described each prefabricated tower segments is 300～500mm, and each section of centre in addition to top section is with the prefabricated tower segments of end section is truncated cone-shaped；The side view of the prefabricated tower segments of top section is circular arc, and top is provided with the anchor of prestress wire, and top outer is provided with maintenance and mounting platform；The prefabricated tower segments of end section is connected with base foundation, and is provided with the door entered within tower.
Described base foundation bottom is provided with the anchoring operation hole of the prestress wire corresponding with prestress wire poling.
The unilateral tapering of described concrete tower is between 0.1～0.2, and its strength grade of concrete is between C40～C70.
Described prestress wire poling is PE pipe or pvc pipe.
The beneficial effects of the utility model are:
1, this utility model uses the concrete tower of sectional prefabricating type, and the construction quality of precast concrete is preferable, intensity can be guaranteed, and the size of each segmentation, weight are less, in that context it may be convenient to transport and install, and cost is relatively low.
2, segmented mode of the present utility model is horizontal fragmentation, does not carry out vertical section, the prefabricated tower segments negligible amounts that such segmented mode is formed, and each section is overall frustum cone structure, it is simple to lifts and splices.
3, prestress wire poling is preset in prefabricated tower segments of the present utility model so that the strength and stiffness of whole concrete tower can be effectively guaranteed.
4, this utility model arranges the anchor of prestress wire at the top of the top prefabricated tower segments of section, arranges the anchoring operation hole of prestress wire in foundation bottom, it is simple to the stretch-draw of prestress wire and anchoring operation.
Accompanying drawing explanation
Fig. 1 is the profile of the present embodiment.
Fig. 2 is the plane graph in the present embodiment bottom sectional prefabricating type concrete tower.
Fig. 3 is the perspective view of the middle typical segment of sectional prefabricating type concrete tower in the present embodiment.
Fig. 4 is the partial enlarged drawing of the present embodiment.
Detailed description of the invention
As shown in figures 1-4, the present embodiment is a sectional prefabricating type concrete tower high for 30m, including base foundation 2 and the overall concrete tower 1 tapered in round platform, concrete tower upper end is connected to the steel tower joined with its diameter phase region, concrete tower 1 is spliced by prefabricated tower segments 1-1 of 6 horizontal fragmentations, all it is preset with in each prefabricated tower segments 1-1 and base foundation 2 and is mutually aligned up and down and the prestress wire poling 3 of rounded distribution, in this poling elongated wear prestress wire 4 and in the top of concrete tower 1 and base foundation 2 after stretch-draw anchor.
In the present embodiment, concrete tower 1 is spliced by prefabricated tower segments 1-1 of 6 horizontal fragmentations, and overall in truncated cone-shaped after splicing, unilateral tapering is between 0.1～0.2, and this example is 0.1；A diameter of 4.0m of this tower upper end, is connected to the steel tower matched with its diameter, and the diameter of lower end (according to stress it needs to be determined that) is 10.0m, is connected with base foundation 2.Prefabricated tower segments 1-1 each section of centre in addition to top section is with end section is truncated cone-shaped, and its wall thickness is between 300mm～500mm, and this example is 400mm；The prefabricated tower segments of top section is to adapt to the bending of prestress wire, and its side view is circular arc, and arc radius is 60m, and the top of the prefabricated tower segments of top section is provided with the anchor 5 of prestress wire, and outside is provided with maintenance and mounting platform 6；The prefabricated tower segments of end section is connected with base foundation 2, and is provided with the door entered within tower.
Each prefabricated tower segments 1-1 is all prefabricated on ground, and its strength grade of concrete is between C40～C70, and this example is C60；Time prefabricated, stack shell arranges conventional nonprestressed reinforcement.Being preset with the prestress wire poling 3 being mutually aligned up and down in each section of prefabricated tower segments 1-1 and base foundation 2, this prestress wire poling is PE pipe or pvc pipe, and this example is PE pipe.Arrange the anchoring operation hole 2-1 of prestress wire 4 in base foundation 2 lower end, the lower end of prestress wire anchors in anchoring operation is cheated.
The present embodiment is by after prefabricated for all of prefabricated tower segments 1-1 completing, use the mode Piecemeal erection of lifting, in prestress wire poling 3, prestress wire 4 is worn after all installing, before prestress wire poling, outside needs oiling, prestress wire 4 poling post-stretching, and its upper and lower end is anchored in anchor 5 and anchoring operation hole 2-1.
Claims (5)
1. a sectional prefabricating type concrete tower, including base foundation (2) and the overall concrete tower (1) tapered in round platform, concrete tower upper end is connected to the steel tower matched with its diameter, it is characterized in that: described concrete tower (1) is spliced by the prefabricated tower segments (1-1) of several horizontal fragmentations, all it is preset with in each prefabricated tower segments (1-1) and in base foundation (2) and is mutually aligned up and down and the prestress wire poling (3) of rounded distribution, in poling elongated wear prestress wire (4) and in the top of concrete tower (1) and base foundation (2) after stretch-draw anchor.
A kind of sectional prefabricating type concrete tower the most according to claim 1, it is characterised in that: the wall thickness of described each prefabricated tower segments (1-1) is 300～500mm, and each section of centre in addition to top section is with the prefabricated tower segments of end section is truncated cone-shaped；The side view of the prefabricated tower segments of top section is circular arc, and top is provided with the anchor (5) of prestress wire (4), and top outer is provided with maintenance and mounting platform (6)；The prefabricated tower segments of end section is connected with base foundation (2), and is provided with the door entered within tower.
A kind of sectional prefabricating type concrete tower the most according to claim 1 and 2, it is characterised in that: described base foundation (2) bottom is provided with anchoring operation hole (2-1) of the prestress wire corresponding with prestress wire poling (3).
A kind of sectional prefabricating type concrete tower the most according to claim 3, it is characterised in that: the unilateral tapering of described concrete tower (1) is between 0.1～0.2, and its strength grade of concrete is between C40～C70.
A kind of sectional prefabricating type concrete tower the most according to claim 1, it is characterised in that: described prestress wire poling (3) is PE pipe or pvc pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620301334.7U CN205779491U (en) | 2016-04-12 | 2016-04-12 | Sectional prefabricating type concrete tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620301334.7U CN205779491U (en) | 2016-04-12 | 2016-04-12 | Sectional prefabricating type concrete tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205779491U true CN205779491U (en) | 2016-12-07 |
Family
ID=57413315
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620301334.7U Active CN205779491U (en) | 2016-04-12 | 2016-04-12 | Sectional prefabricating type concrete tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205779491U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106768960A (en) * | 2016-12-29 | 2017-05-31 | 北京金风科创风电设备有限公司 | Load loading device and load loading method |
| CN108266330A (en) * | 2018-03-06 | 2018-07-10 | 中国电建集团华东勘测设计研究院有限公司 | A kind of Wind turbines prestressing force steel reinforced concrete tower |
| CN108301983A (en) * | 2018-03-06 | 2018-07-20 | 中国电建集团华东勘测设计研究院有限公司 | A kind of fragment prefabricated Wind turbines prestressed concrete tower cylinder |
| CN109356797A (en) * | 2018-12-28 | 2019-02-19 | 北京天杉高科风电科技有限责任公司 | Tower structure, offshore wind turbine and its installation method |
| CN110863953A (en) * | 2018-08-28 | 2020-03-06 | 中国电建集团华东勘测设计研究院有限公司 | Annular steel pipe concrete combined wind turbine generator tower structure |
| WO2022037219A1 (en) * | 2020-08-21 | 2022-02-24 | 中国电建集团华东勘测设计研究院有限公司 | Grouting-free dry-type prestressed bolt segment-assembled prefabricated concrete tower |
| CN116292126A (en) * | 2023-04-12 | 2023-06-23 | 湖南大学 | Prestressed assembled UHPC (ultra high pressure) supporting structure of offshore wind turbine and construction method thereof |
-
2016
- 2016-04-12 CN CN201620301334.7U patent/CN205779491U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106768960A (en) * | 2016-12-29 | 2017-05-31 | 北京金风科创风电设备有限公司 | Load loading device and load loading method |
| CN108266330A (en) * | 2018-03-06 | 2018-07-10 | 中国电建集团华东勘测设计研究院有限公司 | A kind of Wind turbines prestressing force steel reinforced concrete tower |
| CN108301983A (en) * | 2018-03-06 | 2018-07-20 | 中国电建集团华东勘测设计研究院有限公司 | A kind of fragment prefabricated Wind turbines prestressed concrete tower cylinder |
| CN110863953A (en) * | 2018-08-28 | 2020-03-06 | 中国电建集团华东勘测设计研究院有限公司 | Annular steel pipe concrete combined wind turbine generator tower structure |
| CN109356797A (en) * | 2018-12-28 | 2019-02-19 | 北京天杉高科风电科技有限责任公司 | Tower structure, offshore wind turbine and its installation method |
| WO2022037219A1 (en) * | 2020-08-21 | 2022-02-24 | 中国电建集团华东勘测设计研究院有限公司 | Grouting-free dry-type prestressed bolt segment-assembled prefabricated concrete tower |
| CN116292126A (en) * | 2023-04-12 | 2023-06-23 | 湖南大学 | Prestressed assembled UHPC (ultra high pressure) supporting structure of offshore wind turbine and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205779491U (en) | Sectional prefabricating type concrete tower | |
| CN204024928U (en) | One can assemble self-erecting type wind power generating set prestressed concrete steel combination pylon | |
| CN102767303B (en) | Precast concrete tower and construction method thereof | |
| CN202132187U (en) | Guyed tower structure of wind generating set | |
| EP2735674B1 (en) | Slipformed concrete tower | |
| EP2103743A1 (en) | Foundation for a wind turbine | |
| CN208057315U (en) | A kind of fragment prefabricated Wind turbines prestressed concrete tower cylinder | |
| CN203755778U (en) | Assembly external pre-stress reactive powder concrete wind power tower | |
| CN108301983A (en) | A kind of fragment prefabricated Wind turbines prestressed concrete tower cylinder | |
| CN105179183A (en) | Prestressed concrete wind power tower system and construction method thereof | |
| CN103867019A (en) | Assembly type external prestressing active powder concrete wind power tower | |
| CN102102643A (en) | Lattice hollow-concrete-filled steel tube tower for wind generating set | |
| CN201933825U (en) | High-power prestressed five-piece type concrete tower | |
| CN102852156A (en) | Composite pile foundation structure | |
| CN108506169A (en) | A kind of Wind turbines prestressing force stay-supported pylon increases method and structure | |
| CN201991292U (en) | High-power prestressing four-piece type concrete tower | |
| CN205779502U (en) | A kind of marine wind electric field vertical axis aerogenerator arch (bridge) type supporting construction | |
| CN103276743A (en) | Inhaul cable type multi-pile cylindrical foundation composite structure and construction method thereof | |
| CN206035725U (en) | Mix steel tower frame and wind generating set | |
| CN202596242U (en) | Concrete tower | |
| CN102182343A (en) | Hollow steel tube concrete tower drum for wind generating set | |
| CN208763818U (en) | A kind of Wind turbines prestressing force stay-supported pylon heightening structure | |
| CN204126297U (en) | A kind of temporary support of steel truss roof | |
| CN103276744A (en) | Inhaul cable type multi-pile-aiding single-pile wind power foundation and construction method thereof | |
| CN202031370U (en) | Concrete-steel structure composite wind power tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |