CN211691444U - Wind power generator tower template - Google Patents
Wind power generator tower template Download PDFInfo
- Publication number
- CN211691444U CN211691444U CN201922397370.4U CN201922397370U CN211691444U CN 211691444 U CN211691444 U CN 211691444U CN 201922397370 U CN201922397370 U CN 201922397370U CN 211691444 U CN211691444 U CN 211691444U
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- inner support
- tower template
- mold
- centre form
- template
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- 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
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/30—Wind power
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- 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
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- 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
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Abstract
The utility model discloses a wind power generator tower template, including setting up the tower template on aerogenerator concrete ring roof beam, be provided with the inner support in the tower template, be provided with pre-buried seat in the concrete ring roof beam, inner support lower extreme and pre-buried seat fixed connection, the tower template is provided with the outer support outward, and the tower template comprises external mold and centre form, external mold and centre form upper end are through first pull rod fixed connection, and the external mold passes through second pull rod fixed connection with the centre form lower extreme, the inner support passes through hook bolt and external mold fixed connection, inner support outer wall top-down fixed mounting has the multiunit hydro-cylinder, the piston rod and the centre form fixed connection of hydro-cylinder. The utility model discloses the tower template builds the process simply, need not too many support piece, through setting up the inner support in inside, inner support shelf location hydro-cylinder, hydro-cylinder are used for supporting the centre form, through adjusting the hydro-cylinder, can fix a position the centre form fast, can demolish the centre form fast.
Description
Technical Field
The utility model relates to a template technical field, more specifically say, in particular to wind driven generator tower template.
Background
Wind power generation is a new energy with great potential, is favored by all countries in the world, and places great importance on utilizing wind power to generate electricity at home and abroad so as to develop new energy. The wind power resources in China are very rich, the average wind speed in most areas is more than 3 meters per second, particularly in the northeast, the northwest, the southwest plateau and coastal islands is higher, and in some places, more than one third of the time in one year is in windy days. In these areas. Wind power towers also developed from original steel structures to concrete structures.
The existing wind driven generator template has the following problems during construction: the template support parts are more, the positioning can not be carried out quickly, the building process is complicated, the time is consumed, and the template is troublesome to disassemble.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a wind turbine tower template.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a tower template of a wind driven generator comprises a tower template arranged on a concrete ring beam of the wind driven generator, wherein an inner support is arranged in the tower template, a pre-buried seat is arranged in the concrete ring beam, the lower end of the inner support is fixedly connected with the pre-buried seat, an outer support is arranged outside the tower template, the tower template comprises an outer mold and an inner mold, the outer mold is fixedly connected with the upper end of the inner mold through a first pull rod, the outer mold is fixedly connected with the lower end of the inner mold through a second pull rod, the inner support is fixedly connected with the outer mold through a hook bolt, a plurality of groups of oil cylinders are fixedly arranged on the outer wall of the inner support from top to bottom, and.
Preferably, the lower end of the outer wall of the inner support is fixedly welded with a supporting seat, a threaded shaft sleeve is fixedly mounted on the supporting seat, and a bolt is connected in the threaded shaft sleeve in a matched mode.
Preferably, the outer die and the inner die are formed by splicing at least three arc-shaped die plates, and a-mm gap is formed between the arc-shaped die plates.
Preferably, the outer die and the inner die are all steel type structures.
Preferably, the hinged plate is spliced between the arc-shaped templates of the inner die, and the height and radian of the hinged plate are consistent with those of the inner die.
Preferably, the upper end and the lower end of the inner support are both provided with palm parts of an integrated structure, and threaded holes are formed in the palm parts.
Compared with the prior art, the utility model has the advantages of:
the utility model discloses the tower template builds the process simply, need not too many support piece, through setting up the inner support in inside, inner support shelf location hydro-cylinder, hydro-cylinder are used for supporting the centre form, through adjusting the hydro-cylinder, can fix a position the centre form fast, can demolish the centre form fast.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic view of a wind turbine tower template of the present invention;
fig. 2 is a top view of a wind turbine tower template of the present invention.
In the figure: the concrete ring beam comprises an inner support 1, an outer support 2, an inner support 3, a pre-embedded seat 4, a supporting seat 5, an oil cylinder 6, a first pull rod 7, a second pull rod 8, a hinged plate 9, a palm part 10, an outer support 11 and a concrete ring beam 12.
Detailed Description
The preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings, so that the advantages and features of the present invention can be more easily understood by those skilled in the art, and the scope of the present invention can be more clearly and clearly defined.
Referring to fig. 1 and 2, the utility model provides a wind power generator tower template, including setting up the tower template on aerogenerator concrete circle roof beam 12, be provided with inner support 1 in the tower template, be provided with pre-buried seat 4 in the concrete circle roof beam 12, 1 lower extreme of inner support and pre-buried seat 4 fixed connection, the tower template is provided with outer support 11 outward, the tower template comprises external mold 2 and centre form 3, external mold 2 and 3 upper ends of centre form are through first pull rod 7 fixed connection, external mold 2 and 3 lower extremes of centre form pass through second pull rod 8 fixed connection, inner support 1 passes through hook bolt and 2 fixed connection of external mold, 1 outer wall top-down fixed mounting of inner support has multiunit hydro-cylinder 6, the piston rod and the 3 fixed connection of centre form of hydro-cylinder 6.
In this embodiment, the fixed welding of 1 outer wall lower extreme of inner support has supporting seat 5, and fixed mounting has the screw thread axle sleeve on the supporting seat 5, and screw thread axle sleeve fit in is connected with the bolt, and through screwing up the bolt, the bolt is stabilized and is supported centre form 3 to can accomplish the location of centre form 3.
In the embodiment, the outer die 2 and the inner die 3 are formed by splicing at least three arc-shaped templates, and gaps of 2-3mm are formed between the arc-shaped templates, so that slab staggering caused by stress deformation of the templates can be avoided.
In this embodiment, the outer mold 2 and the inner mold 3 are all steel structures.
In this embodiment, the articulated slab 9 is spliced between the arc-shaped templates of the inner mold 3, the height and the radian of the articulated slab 9 are consistent with those of the inner mold 3, and after the mold is disassembled by the articulated slab 9, the gap between each arc-shaped template of the inner mold 3 is enlarged and the articulated slab is easy to fold.
In this embodiment, the upper and lower ends of the inner support 1 are provided with palm portions 10 of an integrated structure, the palm portions 10 are provided with threaded holes, after the concrete pouring of the lower-layer tower formwork is finished, by adding the upper-layer inner support 1, the palm portions 10 at the lower end of the upper-layer inner support 1 are fixedly connected with the palm portions 10 at the upper end of the lower-layer inner support 1 through bolts, so that the construction of the upper-layer tower formwork is facilitated.
The working principle is as follows:
although the embodiments of the present invention have been described with reference to the accompanying drawings, various changes and modifications can be made by the owner within the scope of the appended claims, and the protection scope of the present invention should not be exceeded by the claims.
Claims (6)
1. The utility model provides a wind power generator tower template, is including setting up the tower template on aerogenerator concrete gird, its characterized in that: the concrete ring beam is internally provided with an inner support, the concrete ring beam is internally provided with a pre-buried seat, the lower end of the inner support is fixedly connected with the pre-buried seat, the outer support is arranged outside the tower template, the tower template is composed of an outer mold and an inner mold, the outer mold is fixedly connected with the upper end of the inner mold through a first pull rod, the outer mold is fixedly connected with the lower end of the inner mold through a second pull rod, the inner support is fixedly connected with the outer mold through a hook bolt, a plurality of groups of oil cylinders are fixedly installed on the outer wall of the inner support from top to bottom.
2. A wind turbine tower template according to claim 1, wherein: the supporting seat is fixedly welded at the lower end of the outer wall of the inner support, a threaded shaft sleeve is fixedly mounted on the supporting seat, and a bolt is connected in the threaded shaft sleeve in a matched mode.
3. A wind turbine tower template according to claim 1, wherein: the outer die and the inner die are formed by splicing at least three arc-shaped templates, and a-mm gap is formed between the arc-shaped templates.
4. A wind turbine tower template according to claim 3, wherein: the outer mold and the inner mold are all steel structures.
5. The wind turbine tower template of claim 4, wherein: articulated slabs are spliced among the arc-shaped templates of the inner die, and the height and the radian of the articulated slabs are consistent with those of the inner die.
6. A wind turbine tower template according to claim 1, wherein: the upper end and the lower end of the inner support are provided with palm parts which are of an integrated structure, and the palm parts are provided with threaded holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922397370.4U CN211691444U (en) | 2019-12-27 | 2019-12-27 | Wind power generator tower template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922397370.4U CN211691444U (en) | 2019-12-27 | 2019-12-27 | Wind power generator tower template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211691444U true CN211691444U (en) | 2020-10-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922397370.4U Active CN211691444U (en) | 2019-12-27 | 2019-12-27 | Wind power generator tower template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211691444U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113414870A (en) * | 2021-02-27 | 2021-09-21 | 江苏金海风电塔筒科技有限公司 | Prefabricated production method of prestressed concrete wind power generation tower barrel |
| CN114523556A (en) * | 2022-02-08 | 2022-05-24 | 广西路建工程集团有限公司 | Open caisson peripheral retractable well wall template and construction method thereof |
-
2019
- 2019-12-27 CN CN201922397370.4U patent/CN211691444U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113414870A (en) * | 2021-02-27 | 2021-09-21 | 江苏金海风电塔筒科技有限公司 | Prefabricated production method of prestressed concrete wind power generation tower barrel |
| CN114523556A (en) * | 2022-02-08 | 2022-05-24 | 广西路建工程集团有限公司 | Open caisson peripheral retractable well wall template and construction method thereof |
| CN114523556B (en) * | 2022-02-08 | 2024-05-14 | 广西路建工程集团有限公司 | Open caisson peripheral retractable well wall template and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A wind turbine tower formwork Effective date of registration: 20211022 Granted publication date: 20201016 Pledgee: Tai'an Daiyue Branch of Lai Shang Bank Co.,Ltd. Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: Y2021980011195 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20221012 Granted publication date: 20201016 Pledgee: Tai'an Daiyue Branch of Lai Shang Bank Co.,Ltd. Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: Y2021980011195 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Wind turbine tower formwork Effective date of registration: 20221018 Granted publication date: 20201016 Pledgee: Tai'an Daiyue Branch of Lai Shang Bank Co.,Ltd. Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: Y2022980018654 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right |