CN203783827U - Novel longitudinal joint structure of wind power generation prefabricated concrete tower component - Google Patents
Novel longitudinal joint structure of wind power generation prefabricated concrete tower component Download PDFInfo
- Publication number
- CN203783827U CN203783827U CN201420185674.9U CN201420185674U CN203783827U CN 203783827 U CN203783827 U CN 203783827U CN 201420185674 U CN201420185674 U CN 201420185674U CN 203783827 U CN203783827 U CN 203783827U
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- CN
- China
- Prior art keywords
- longitudinal joint
- steel pipe
- positioning key
- joint structure
- concrete tower
- 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.)
- Expired - Lifetime
Links
- 239000004567 concrete Substances 0.000 title abstract description 4
- 238000010248 power generation Methods 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 239000003822 epoxy resin Substances 0.000 claims abstract description 6
- 229920000647 polyepoxide Polymers 0.000 claims abstract description 6
- 239000011178 precast concrete Substances 0.000 claims description 14
- 230000005611 electricity Effects 0.000 claims description 13
- 229910000754 Wrought iron Inorganic materials 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 13
- 210000001503 joint Anatomy 0.000 abstract 2
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 230000001105 regulatory effect Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 208000019901 Anxiety disease Diseases 0.000 description 1
- 230000036506 anxiety Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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
- Y02E10/728—Onshore wind turbines
Landscapes
- Wind Motors (AREA)
Abstract
The utility model discloses a novel longitudinal joint structure of a wind power generation prefabricated concrete tower component. The novel longitudinal joint structure comprises a first cylinder wall and a second cylinder wall. The longitudinal joint contact faces of the first cylinder wall and the second cylinder wall are respectively provided with locating keys distributed at intervals. A locating key groove matched with the corresponding locating key is arranged between every two adjacent locating keys. A connecting hole channel is reserved in each locating key. A steel pipe is buried in the hole channel. After the locating keys are aligned with the locating key grooves, steel pipes in all the hole channels in the locating keys are located at the same vertical position, and through holes in the steel pipes vertically penetrate in the vertical direction. A steel bar is inserted in the through hole penetrating through each steel pipe. Finally, the integral component is formed through a whole through a grouting form; the key grooves are formed in the longitudinal joint faces, good connection of longitudinal joints can be ensured, the assembling schedule of the component is shortened, and the precision of butt joint is improved; the contact faces are coated with epoxy resin, the requirement for the strength is met, and the days for construction are saved; as the wedge-shaped locating keys can adjust the contact faces into folded lines, the contact area among structures is increased, and the stress condition of the structure is good.
Description
Technical field
The utility model belongs to wind turbine tower field, is specifically related to a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure.
Background technique
The sternness of global energy anxiety and amblent air temperature problem, impels the development and utilization of various countries' pay attention to day by day to renewable energy sourcess such as wind energies.The wind speed of hinterland is conventionally much lower than coastal area, for the wind energy turbine set in low wind speed area in giving provides more generated energy, there are two kinds of main selections in blower fan supplier: they both can select to install the blower fan with larger wind wheel, also can be not having transformed unit to be arranged on higher wind tower.The selection of high tower only need increase appropriate investment, just can significantly improve power stage.Because the limitation of steel tower material behavior and cost have determined the inevitable of high concrete pylon, the cast-in-place concrete pylon construction time is longer, is difficult to meet wind field rapid construction requirement, and precast concrete pylon arises at the historic moment.Due to the restriction of communications and transportation to pylon structure size, pylon is spliced by a plurality of precast units, and therefore, the seam between member has become to control the key position of pylon safe operation.
Seam is a special tectonic of prefabricated staged construction structure, is the weakest link of precast reinforced concrete structure.The stress performance of precast spliced structure and working condition (anti-seismic performance, integrity and stability) and the intensity of splicing seam crossing and the reliability being connected, depend primarily on the quality that seam connects.
Application number is that 201310112541.9 patent document discloses a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure, its scheme is to be connected with high-strength bolt by pre-buried anchor plate, by sleeve, connect high-strength bolt, both sides sleeve is connected into integral body, finally by turnbarrel, realizes tightening up of precast units.Shortcoming is that component assembly is slower, and the area of contact between structure is little, and stress condition is bad.
Summary of the invention
The purpose of this utility model is to provide a kind of assembled progress that can accelerate precast units, saves time, and method of construction is simple, and structure stress is with favourable conditions, a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure of easy construction.
The utility model is to realize like this, a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure, comprise barrel one, barrel two, on the longitudinal joint surface of contact of barrel one and barrel two, be provided with positioning key spaced apart, it between adjacent positioning key, is the positioning spline matching with positioning key, the reserved duct that connects in described positioning key, and in duct, be embedded with steel pipe, after described positioning key and positioning spline contraposition, steel pipe in each positioning key inner duct is in same vertical position, and the through hole vertical direction in steel pipe runs through up and down, in the through hole running through in each steel pipe, be plugged with a rod iron.
Described steel pipe is externally connected with fixing joint bar vertical with steel pipe, and the described joint bar the other end extends in positioning key.
On described positioning spline, smear the epoxy resin that positioning key is gluedd joint in thick being used for of 1～2mm.
Described positioning key and positioning spline are at least two pairs, and after contraposition, seam surface of contact is broken line.
Described positioning key is for being wedge-type shape, the long 400mm in bottom, the long 207mm in top, the high 145mm of key; The long 210mm in positioning spline bottom, the long 403mm in top, groove depth 145mm, the thickness of barrel one and barrel two is 30cm～50cm.
The long 302mm of described steel pipe, diameter 42mm, thickness 2mm.
Described rod iron adopts HRB400, diameter 30mm, long 3.6m.
The beneficial effects of the utility model are: by embedded steel tube, be connected with high-strength steel bar, both sides tower cylinder is connected into integral body, finally by grouting form, guarantees that member forms integral body; Longitudinal joint face arranges keyway, can guarantee the good connection of longitudinal joint, has accelerated component assembly progress and merging precision, saved the time, method of construction is simple, easy construction, construction time does not recycle the equipment such as welding, smears epoxy resin can meet requirement of strength at surface of contact, can save the duration again; It is broken line that wedge shape positioning key capable of regulating surface of contact is set, thereby increases the area of contact between structure, better to the stress condition of structure.
Accompanying drawing explanation
Below in conjunction with embodiment's accompanying drawing, the utility model is described further:
Fig. 1 is longitudinal joint schematic diagram;
Fig. 2 is longitudinal joint Connecting format schematic diagram;
In figure: 1. longitudinal joint; 2. joint bar; 3. steel pipe; 4. rod iron; 5. duct; 6. positioning key; 7. positioning spline; 8. marine glue; 9-1. barrel one; 9-2. barrel two.
Embodiment
Embodiment 1:
A kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure as depicted in figs. 1 and 2, comprise and on longitudinal joint 1 surface of contact of barrel one 9-1 and barrel two 9-2, be provided with positioning key 6 spaced apart, it between adjacent positioning key 6, is the positioning spline 7 matching with positioning key 6, the interior reserved connection of described positioning key 6 duct 5, and in duct 5, be embedded with steel pipe 3, after described positioning key 6 and positioning spline 7 contrapositions, steel pipe 3 in each positioning key 6 inner ducts 5 is in same vertical position, and the through hole vertical direction in steel pipe 3 runs through up and down, in the through hole running through in each steel pipe 3, be plugged with a rod iron 4.
Steel pipe is externally connected with fixing joint bar vertical with steel pipe, and the described joint bar the other end extends in positioning key.
For guaranteeing that component assembly is stressed good and evenly, positioning key 6 and the positioning spline 7 on barrel both sides match, positioning key 6 and positioning spline 7 are at least two pairs and be uniformly distributed.The described positioning key 6 long 400mm in bottom, the long 207mm in top, the high 145mm of key; The positioning spline 7 long 210mm in bottom, the long 403mm in top, groove depth 145mm, barrel thickness is 30cm～50cm; The long 302mm of steel pipe 3 used, diameter 42mm, thickness 2mm.
During construction, on positioning spline 7, smear the epoxy resin that positioning key 6 is gluedd joint in thick being used for of 1～2mm.After positioning key 6 is accurately docked with positioning spline 7, insert diameter 30mm, the rod iron 4 of long 3.6m is fixing, finally utilizes high-strength cement slurry that duct perfusion is closely knit, guarantees that member forms integral body.
Positioning key 6 is for being wedge-type shape, and capable of regulating surface of contact is broken line, thereby increases the area of contact between barrel, better to the stress condition of structure.
For proof strength, the rod iron of insertion adopts HRB400.
The beneficial effects of the utility model are, by embedded steel tube, are connected with high-strength steel bar, and both sides tower cylinder is connected into integral body, finally by grouting form, guarantees that member forms integral body; Longitudinal joint face arranges keyway, can guarantee the good connection of longitudinal joint, has accelerated component assembly progress and merging precision, saved the time, method of construction is simple, easy construction, construction time does not recycle the equipment such as welding, smears epoxy resin can meet requirement of strength at surface of contact, can save the duration again; It is broken line that wedge shape positioning key capable of regulating surface of contact is set, thereby increases the area of contact between structure, better to the stress condition of structure.
Claims (7)
1. a novel wind-power electricity generation precast concrete tower member longitudinal joint structure, comprise barrel one (9-1), barrel two (9-2), it is characterized in that: on longitudinal joint (1) surface of contact of barrel one (9-1) and barrel two (9-2), be provided with positioning key (6) spaced apart, it between adjacent positioning key (6), is the positioning spline (7) matching with positioning key (6), the reserved duct (5) that connects in described positioning key (6), and in duct (5), be embedded with steel pipe (3), after described positioning key (6) and positioning spline (7) contraposition, steel pipe (3) in each positioning key (6) inner duct (5) is in same vertical position, and the through hole vertical direction in steel pipe (3) runs through up and down, in the through hole running through in each steel pipe (3), be plugged with a rod iron (4).
2. a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure as claimed in claim 1, it is characterized in that: described steel pipe (3) is externally connected with and the vertical fixing joint bar of steel pipe (3) (2), described joint bar (2) the other end extends in positioning key (6).
3. a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure as claimed in claim 1, is characterized in that: on described positioning spline (7), smear thick being used for of 1～2mm and glued joint the epoxy resin of positioning key (6).
4. a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure as claimed in claim 1, is characterized in that: described positioning key (6) is at least two pairs with positioning spline (7), and after contraposition, seam surface of contact is broken line.
5. a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure as described in claim 1 or 3, is characterized in that: described positioning key (6) is for being wedge-type shape, the long 400mm in bottom, the long 207mm in top, the high 145mm of key; The long 210mm in positioning spline (7) bottom, the long 403mm in top, groove depth 145mm, the thickness of barrel one (9-1) and barrel two (9-2) is 30cm～50cm.
6. a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure as claimed in claim 1, is characterized in that: the long 302mm of described steel pipe, diameter 42mm, thickness 2mm.
7. a kind of novel wind-power electricity generation precast concrete tower member longitudinal joint structure as claimed in claim 1, is characterized in that: described rod iron adopts HRB400, diameter 30mm, long 3.6m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420185674.9U CN203783827U (en) | 2014-04-17 | 2014-04-17 | Novel longitudinal joint structure of wind power generation prefabricated concrete tower component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420185674.9U CN203783827U (en) | 2014-04-17 | 2014-04-17 | Novel longitudinal joint structure of wind power generation prefabricated concrete tower component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203783827U true CN203783827U (en) | 2014-08-20 |
Family
ID=51320020
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420185674.9U Expired - Lifetime CN203783827U (en) | 2014-04-17 | 2014-04-17 | Novel longitudinal joint structure of wind power generation prefabricated concrete tower component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203783827U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104265582A (en) * | 2014-09-26 | 2015-01-07 | 国电联合动力技术有限公司 | Structure adopting wedged ring for connection and wind turbine generator tower barrel including same |
| CN106087706A (en) * | 2016-07-22 | 2016-11-09 | 中铁第四勘察设计院集团有限公司 | Precast body wet seam attachment structure and wet connecing thereof dry make construction method |
| CN106438214A (en) * | 2016-10-08 | 2017-02-22 | 霍尔果斯新国金新能源科技有限公司 | Tower drum used for wind driven generator |
| CN106640538A (en) * | 2016-10-08 | 2017-05-10 | 霍尔果斯新国金新能源科技有限公司 | Tower tube component and grouting method thereof |
| CN106949017A (en) * | 2017-05-05 | 2017-07-14 | 同济大学建筑设计研究院(集团)有限公司 | A kind of prefabricated mixing pylon of Wind turbines bottom burst |
| CN107023442A (en) * | 2017-06-08 | 2017-08-08 | 北京建筑大学 | A kind of connected mode of precast concrete tower |
| EP3502466A1 (en) | 2017-12-19 | 2019-06-26 | Nordex Energy Spain, S.A.U. | Wind turbine tower with reinforcing elements |
| CN111287904A (en) * | 2018-12-06 | 2020-06-16 | 深圳京创重工特种工程有限公司 | Tower barrel component and concrete tower barrel with same |
-
2014
- 2014-04-17 CN CN201420185674.9U patent/CN203783827U/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104265582A (en) * | 2014-09-26 | 2015-01-07 | 国电联合动力技术有限公司 | Structure adopting wedged ring for connection and wind turbine generator tower barrel including same |
| CN106087706A (en) * | 2016-07-22 | 2016-11-09 | 中铁第四勘察设计院集团有限公司 | Precast body wet seam attachment structure and wet connecing thereof dry make construction method |
| CN106087706B (en) * | 2016-07-22 | 2018-04-03 | 中铁第四勘察设计院集团有限公司 | The wet seam attachment structure of precast body and its wet connect dry make construction method |
| CN106438214A (en) * | 2016-10-08 | 2017-02-22 | 霍尔果斯新国金新能源科技有限公司 | Tower drum used for wind driven generator |
| CN106640538A (en) * | 2016-10-08 | 2017-05-10 | 霍尔果斯新国金新能源科技有限公司 | Tower tube component and grouting method thereof |
| CN106949017A (en) * | 2017-05-05 | 2017-07-14 | 同济大学建筑设计研究院(集团)有限公司 | A kind of prefabricated mixing pylon of Wind turbines bottom burst |
| CN107023442A (en) * | 2017-06-08 | 2017-08-08 | 北京建筑大学 | A kind of connected mode of precast concrete tower |
| EP3502466A1 (en) | 2017-12-19 | 2019-06-26 | Nordex Energy Spain, S.A.U. | Wind turbine tower with reinforcing elements |
| US10895089B2 (en) | 2017-12-19 | 2021-01-19 | Nordex Energy Spain, S.A.U. | Wind turbine tower with reinforcing elements |
| CN111287904A (en) * | 2018-12-06 | 2020-06-16 | 深圳京创重工特种工程有限公司 | Tower barrel component and concrete tower barrel with same |
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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 |
Granted publication date: 20140820 |
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| CX01 | Expiry of patent term |