CN106836937A - A kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top - Google Patents
A kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top Download PDFInfo
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- CN106836937A CN106836937A CN201710212768.9A CN201710212768A CN106836937A CN 106836937 A CN106836937 A CN 106836937A CN 201710212768 A CN201710212768 A CN 201710212768A CN 106836937 A CN106836937 A CN 106836937A
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- tower
- box beam
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 238000010276 construction Methods 0.000 claims abstract description 18
- 238000005452 bending Methods 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 5
- 230000005540 biological transmission Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000010248 power generation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Wind Motors (AREA)
Abstract
The invention discloses a kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top, it includes steel construction Trellis tower mast, fan engine room adpting flange and annular box beam, the annular box beam is connected to steel construction Trellis tower mast top, the steel construction Trellis tower mast includes king-post, cross bar, brace, prestress wire is provided with inside the king-post, the annular box beam includes annular box beam top flange, annular box girder web, donought lower flange of girder edge, ring beam bottom flange, king-post inside prestress wire is anchored on annular box beam top flange, the fan engine room adpting flange is connected with annular box beam, instead of traditional tower segments and changeover portion, power transmission is direct, save material.
Description
Technical field
The invention belongs to wind power generation stepped technical field, and in particular to a kind of with the pre- of the direct blower fan annular box beam of tower top
Stress polygon wind tower.
Background technology
With the appearance of the wind power generation tower structure such as framework type wind tower, the design of lattice wind tower also brings new asking
Topic：One is that fan blade sweeps tower problem, and this requires Trellis tower mast top to the long sufficiently small apart from inner edge of blade tip, with
Adapt to the apron space requirement of blade.Traditional method uses quadrangle tower body, but this quadrangle tower body is smaller in the length of side
In the case of, king-post stress is huge, and steel using amount is high；Two is that tower body to be facilitated is connected with cabin, fan engine room with it is wind power generation stepped
Tower body typically using the connection of large-diameter circular flange, traditional way be in one section of circular tower of Trellis tower mast top design,
Atop a tower design flange is connected with cabin.But connection tower is complicated with the changeover portion of tower body, materials are more, and power transmission is not straight
Connect.
The content of the invention
For the above-mentioned technical problem for overcoming prior art to exist, it is an object of the present invention to provide one kind is carried
The prestressing force polygon wind tower of the direct blower fan annular box beam of tower top, improves stock utilization, facilitates tower body with engine room facilities
Connection.
A kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top that the present invention is provided, it includes steel knot
Structure Trellis tower mast, fan engine room adpting flange and annular box beam, the annular box beam are connected to steel construction Trellis tower mast top
Portion, the steel construction Trellis tower mast includes king-post, cross bar, brace, and prestress wire, the ring are provided with inside the king-post
Shape box beam includes annular box beam top flange, annular box girder web, donought lower flange of girder edge, ring beam bottom flange, inside the king-post
Prestress wire is anchored on annular box beam top flange, and the fan engine room adpting flange is connected with annular box beam.
The steel construction Trellis tower mast is octagon tower body or regular hexagon tower body, and the king-post is steel pipe, described
Cross bar, brace can be using shaped steel or the double C-type section steels of bending and molding, and the fan engine room adpting flange passes through annular box beam
Bolt A on the inside of top flange is connected with annular box beam, and the king-post top is provided with king-post top flange, the donought lower flange of girder edge
Ring beam bottom flange is provided with, king-post top flange is connected with ring beam bottom flange by bolt B.
A kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top that the present invention is provided, its advantage
It is in the case that steel construction Trellis tower mast top hem width is limited, using octagon or regular hexagon tower body, to improve material
The utilization rate of material；Fan engine room is connected by fan engine room adpting flange with the annular box beam at the top of steel construction Trellis tower mast,
Instead of traditional tower segments and changeover portion, power transmission directly, saves material.
Brief description of the drawings
Fig. 1 is the overall structure diagram of one embodiment of the invention；
Fig. 2 is steel construction Trellis tower mast top structure schematic diagram；
Fig. 3 is annular box beam top-plan view；
Fig. 4 is annular box beam and king-post top flange connection floor map；
Fig. 5 is annular box beam lower surface plan；
Fig. 6 is annular box beam and steel construction Trellis tower mast top attachment structure schematic diagram.
Marked in figure：
1. steel construction Trellis tower mast；2. annular box beam；3. king-post；4. cross bar；5. brace；6. prestress wire；7. annular
Box beam top flange；8. bolt A；9. ring beam bottom flange；10. bolt B；11. donought lower flange of girder edge；12. annular box girder webs；
13. king-post top flanges；14. fan engine room adpting flanges.
Specific embodiment
With reference to the accompanying drawings, with reference to one embodiment, the direct blower fan donought of tower top is carried to one kind that the present invention is provided
The prestressing force polygon wind tower of beam is described in detail.
Embodiment
Reference picture 1- Fig. 6, a kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top of the present embodiment,
It includes steel construction Trellis tower mast 1, fan engine room adpting flange 14 and annular box beam 2, and the annular box beam 2 is connected to steel knot
The top of structure Trellis tower mast 1, the steel construction Trellis tower mast 1 includes king-post 3, cross bar 4, brace 5, is provided with inside the king-post
Prestress wire 6, the annular box beam 2 includes annular box beam top flange 7, annular box girder web 12, donought lower flange of girder edge
11st, ring beam bottom flange 9, king-post inside prestress wire 6 is anchored on annular box beam top flange 7, the fan engine room
Adpting flange 14 is connected with annular box beam 2.
The steel construction Trellis tower mast is octagon tower body or regular hexagon tower body, and the king-post 3 is steel pipe, described
Cross bar 4, brace 5 can be using shaped steel or the double C-type section steels of bending and molding, and the fan engine room adpting flange 14 is by annular
The bolt A8 of the inner side of box beam top flange 7 is connected with annular box beam, and the king-post top is provided with king-post top flange 13, the donought
Lower flange of girder edge 11 is provided with ring beam bottom flange 9, and king-post top flange 13 is connected with ring beam bottom flange 9 by bolt B 10.
Claims (5)
1. a kind of prestressing force polygon wind tower with tower top direct blower fan annular box beam, it is characterised in that：It includes steel construction
Trellis tower mast, fan engine room adpting flange and annular box beam, the annular box beam are connected to steel construction Trellis tower mast top,
The steel construction Trellis tower mast includes king-post, cross bar, brace, and prestress wire, the annular are provided with inside the king-post
Box beam includes annular box beam top flange, annular box girder web, donought lower flange of girder edge, ring beam bottom flange, and the king-post inside is pre-
Prestress steel strand is anchored on annular box beam top flange, and the fan engine room adpting flange is connected with annular box beam.
2. a kind of prestressing force polygon wind tower with tower top direct blower fan annular box beam according to claim 1, it is special
Levy and be：The steel construction Trellis tower mast is octagon tower body or regular hexagon tower body.
3. a kind of prestressing force polygon wind tower with tower top direct blower fan annular box beam according to claim 1, it is special
Levy and be：The king-post is steel pipe, and the cross bar, brace can be using shaped steel or the double C-type section steels of bending and molding.
4. a kind of prestressing force polygon wind tower with tower top direct blower fan annular box beam according to claim 1, it is special
Levy and be：The bolt A that the fan engine room adpting flange passes through on the inside of annular box beam top flange is connected with annular box beam.
5. a kind of prestressing force polygon wind tower with tower top direct blower fan annular box beam according to claim 1, it is special
Levy and be：The king-post top is provided with king-post top flange, and the donought lower flange of girder edge is provided with ring beam bottom flange, the king-post top
Flange is connected with ring beam bottom flange by bolt B.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710212768.9A CN106836937A (en) | 2017-04-01 | 2017-04-01 | A kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top |
| EP18760920.1A EP3450748B1 (en) | 2017-03-03 | 2018-03-02 | Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower |
| US16/309,005 US10823150B2 (en) | 2017-03-03 | 2018-03-02 | Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower, prestressed polygon wind tower provided with circular box girder for direct fan on top of tower, wind power generation tower, and wind tower having prestressed anti-fatigue structure |
| ES18760920T ES2924690T3 (en) | 2017-03-03 | 2018-03-02 | Connection structure for steel tube truss and tower barrel of a lattice wind power generation tower |
| PCT/CN2018/077822 WO2018157849A1 (en) | 2017-03-03 | 2018-03-02 | Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower, prestressed polygon wind tower provided with circular box girder for direct fan on top of tower, wind power generation tower, and wind tower having prestressed anti-fatigue structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710212768.9A CN106836937A (en) | 2017-04-01 | 2017-04-01 | A kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106836937A true CN106836937A (en) | 2017-06-13 |
Family
ID=59142294
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710212768.9A Pending CN106836937A (en) | 2017-03-03 | 2017-04-01 | A kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106836937A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018157849A1 (en) * | 2017-03-03 | 2018-09-07 | 青岛中天斯壮科技有限公司 | Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower, prestressed polygon wind tower provided with circular box girder for direct fan on top of tower, wind power generation tower, and wind tower having prestressed anti-fatigue structure |
| CN109763942A (en) * | 2019-02-21 | 2019-05-17 | 江苏金海新能源科技有限公司 | A kind of prestressed concrete blower fan pylon and its construction method |
| CN111356812A (en) * | 2017-10-26 | 2020-06-30 | 乌本产权有限公司 | Ring support for an external tension tower section, external tension system for a hybrid tower, tower section for a hybrid tower, wind energy installation and method for mounting an external tension system for a hybrid tower |
| CN114718815A (en) * | 2022-03-04 | 2022-07-08 | 中国电力工程顾问集团西南电力设计院有限公司 | Steel pipe tower type fan combined structure |
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| DE102004044320A1 (en) * | 2004-09-10 | 2006-03-30 | Oehme, Hermann R. | Method for constructing a framework pylon has three or four corner uprights assembled from section linked by flanges secured by conventional bolts |
| US20120023860A1 (en) * | 2011-05-25 | 2012-02-02 | General Electric Company | Adapter Configuration for a Wind Tower Lattice Structure |
| CN102782319A (en) * | 2009-09-11 | 2012-11-14 | 木材塔有限公司 | Tower for a wind power station and method for erecting a tower for a wind power station |
| DE102013016604A1 (en) * | 2013-10-07 | 2015-04-09 | EcoEnterprises GmbH | Steel tube tower of a wind turbine, as well as methods for manufacturing and assembling the tower components |
| CN106545472A (en) * | 2016-11-11 | 2017-03-29 | 青岛中天斯壮科技有限公司 | The antifatigue combination steel construction wind tower of omnidirectional's prestressing force and its installation method |
| CN206707382U (en) * | 2017-04-01 | 2017-12-05 | 青岛中天斯壮科技有限公司 | A kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top |
-
2017
- 2017-04-01 CN CN201710212768.9A patent/CN106836937A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102004044320A1 (en) * | 2004-09-10 | 2006-03-30 | Oehme, Hermann R. | Method for constructing a framework pylon has three or four corner uprights assembled from section linked by flanges secured by conventional bolts |
| CN102782319A (en) * | 2009-09-11 | 2012-11-14 | 木材塔有限公司 | Tower for a wind power station and method for erecting a tower for a wind power station |
| US20120023860A1 (en) * | 2011-05-25 | 2012-02-02 | General Electric Company | Adapter Configuration for a Wind Tower Lattice Structure |
| DE102013016604A1 (en) * | 2013-10-07 | 2015-04-09 | EcoEnterprises GmbH | Steel tube tower of a wind turbine, as well as methods for manufacturing and assembling the tower components |
| CN106545472A (en) * | 2016-11-11 | 2017-03-29 | 青岛中天斯壮科技有限公司 | The antifatigue combination steel construction wind tower of omnidirectional's prestressing force and its installation method |
| CN206707382U (en) * | 2017-04-01 | 2017-12-05 | 青岛中天斯壮科技有限公司 | A kind of prestressing force polygon wind tower with the direct blower fan annular box beam of tower top |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018157849A1 (en) * | 2017-03-03 | 2018-09-07 | 青岛中天斯壮科技有限公司 | Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower, prestressed polygon wind tower provided with circular box girder for direct fan on top of tower, wind power generation tower, and wind tower having prestressed anti-fatigue structure |
| US10823150B2 (en) | 2017-03-03 | 2020-11-03 | Qindao Hua-Strong Energy Technology Co., Ltd. | Connecting structure for steel tube truss and tower barrel of lattice wind power generation tower, prestressed polygon wind tower provided with circular box girder for direct fan on top of tower, wind power generation tower, and wind tower having prestressed anti-fatigue structure |
| CN111356812A (en) * | 2017-10-26 | 2020-06-30 | 乌本产权有限公司 | Ring support for an external tension tower section, external tension system for a hybrid tower, tower section for a hybrid tower, wind energy installation and method for mounting an external tension system for a hybrid tower |
| CN111356812B (en) * | 2017-10-26 | 2022-07-08 | 乌本产权有限公司 | Ring support for an external tension tower section, external tension system for a hybrid tower, tower section for a hybrid tower, wind energy installation and method for mounting an external tension system for a hybrid tower |
| CN109763942A (en) * | 2019-02-21 | 2019-05-17 | 江苏金海新能源科技有限公司 | A kind of prestressed concrete blower fan pylon and its construction method |
| CN114718815A (en) * | 2022-03-04 | 2022-07-08 | 中国电力工程顾问集团西南电力设计院有限公司 | Steel pipe tower type fan combined structure |
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| Date | Code | Title | Description |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170613 |