CN208996875U - A kind of levelling device of concrete tower - Google Patents
A kind of levelling device of concrete tower Download PDFInfo
- Publication number
- CN208996875U CN208996875U CN201821584826.7U CN201821584826U CN208996875U CN 208996875 U CN208996875 U CN 208996875U CN 201821584826 U CN201821584826 U CN 201821584826U CN 208996875 U CN208996875 U CN 208996875U
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- CN
- China
- Prior art keywords
- tower
- chunking
- ontology
- receiver
- concrete
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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
-
- 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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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model provides a kind of levelling device of concrete tower, including be set up in tower ontology and match with tower ontology Geoplane, along mouth circumferential edges setting under tower ontology and with the receiver of Geoplane cooperation and the jack that is installed below tower ontology；Tower ontology includes left half tower chunking and right half tower chunking, is provided with 3 receivers evenly and at intervals on each tower chunking inner wall and receiver is supported by the built-in fitting being fixed on tower ontology；Jack and receiver correspond, and including horizontal and vertical two adjustment directions.The technical solution of the utility model, it is simple and reasonable, easy to operate, precision is high, eliminate human error.Meanwhile after having adjusted the levelness of tower, additionally it is possible to its diameter is adjusted, as long as final whole operation duration at most 2 hours, the quality and progress of tower leveling has been significantly increased.
Description
Technical field
The utility model relates to a kind of levelling devices of concrete tower.
Background technique
With the rapid development of wind power engineering concrete tower technology, concrete tower as a kind of new process gradually
Capture wind-power electricity generation market.Required precision is high during the leveling of concrete tower, and the deviation of levelness and diameter requires to control
System is within 2mm, and difficulty is big in work progress, while the efficiency of concrete tower leveling directly affects the essence of entire lifting construction
Degree and progress.
Traditional method is that level is erected in tower by construction personnel, a worker operation level, another worker
Levelling rod is placed at lower mouth built-in fitting, successively measures the levelness of six built-in fittings, third worker is according to the height of measurement
Poor lifting jack is leveled, and after often leading to a point leveling in this way, lifting side jack will lead to the level of the point
Degree converts, and repeatedly adjustment is needed just to can achieve requirement, and the time for usually leveling a section concrete tower is half a day, time-consuming
Long, leveling inefficiency.
Utility model content
The purpose of the utility model is to overcome disadvantages existing in the prior art, provide a kind of easy to operate, leveling essence
Degree height and time saving and energy saving concrete tower quick level adjusting device.
To achieve the goals above, the technical solution adopted in the utility model is as follows:
A kind of levelling device of concrete tower, including the laser for being set up in tower ontology and matching with tower ontology
Scanner, along under tower ontology mouth circumferential edges setting and with Geoplane cooperation receiver and be installed under tower ontology
The jack of side；Tower ontology includes left half tower chunking and right half tower chunking, is spaced on each tower chunking inner wall
It is equably provided with 3 receivers and receiver is supported by the built-in fitting being fixed on tower ontology；Jack and receiver
It corresponds, and including horizontal and vertical two adjustment directions.
Further, the receiver in each tower chunking is respectively at the centre of the tower chunking and close to two
The position of vertical side edge.
Further, the bottom of tower ontology is equipped with adjustable steel cushion block；The jack acts on the steel cushion block.
Further, the bottommost of tower ontology is equipped with steel plate and concrete pad；The steel cushion block is placed in described
In concrete pad.
Using the technical solution of the utility model, the hydraulic jack of vertical direction can be adjusted simultaneously, will disposably be mixed
Saliva Pingdu is adjusted in 2mm under the half tower chunking of a left side or right half tower chunking of solidifying soil tower, simple and reasonable, operation side
Just, precision is high, eliminates human error.Meanwhile after having adjusted the levelness of tower, additionally it is possible to its diameter is adjusted, it is final whole
As long as a operation duration at most 2 hours, the quality and progress of tower leveling has been significantly increased.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structural schematic diagram of the utility model tower body bottom portion.
Fig. 3 is the jack structure schematic diagram of the utility model.
Fig. 4 is the operation schematic diagram of the utility model scanner.
Specific embodiment
The utility model will be further described with reference to the accompanying drawing.
Referring to attached drawing.The utility model includes the Geoplane 2 being set up in tower ontology 1, along the lower mouth of tower ontology 1
The receiver 3 of circumferential edges setting and the jack 4 for being installed on 1 lower section of tower ontology.Tower ontology 1 is by left half tower chunking 10
It is put together with half tower chunking 20 of the right side.Wherein, scanner 2 and left half tower chunking 10 and right half tower chunking 20 match simultaneously
Cooperation receiver 3 is used together.It is set evenly and at intervals in the bottom interior wall of half tower chunking 10 of a left side and right half tower chunking 20
3 receivers 3 are equipped with, specifically, receiver 3 is respectively at two vertical side edges and middle position, and each
Receiver 3 supports 5 by the built-in fitting being fixed on tower ontology.Scanner 2 has automatic flat-adjustable function, in Geoplane
After 2 automatic levelings, top prism rotates and launches a horizontal rays, and six receivers 3 can show left half tower simultaneously
The levelness of chunking 10 and right half tower chunking 20.
Steel plate 8 and concrete pad 7 are equipped in advance on the ground of 1 bottom of tower ontology, according to tower ontology diameter
The different adjustment coverage areas of size, it is therefore an objective to prevent half tower chunking 10 of a left side and right half tower chunking 20 from sending out during leveling
Raw sedimentation.
Also placed above concrete pad 7 six be used to carry half tower chunking 10 of a left side and right half tower chunking 20 can
Adjust steel cushion block 6.Half tower chunking 10 of a left side and right half tower chunking 20 are hung and are located on the steel cushion block 6, and a left side may be implemented in steel cushion block 6
The upper surface coarse adjustment of half tower chunking 10 and right half tower chunking 20 is flat.Six groups of hydraulic jacks 4 are seated to 6 side of steel cushion block,
And its position and receiver 3 correspond.Every group of jack includes horizontal adjustment hydraulic cylinder and vertical direction both direction.
After setting completed, start scanner.The levelness shown according to receiver, deviation can be adjusted simultaneously with three workers
Vertical direction jack is saved, once the lower saliva Pingdu of half tower component of left/right is adjusted in 2mm, same method can be with
It is adjusted to the lower saliva Pingdu of the other half tower component in 2mm.At this moment levelness is met the requirements, then by adjusting level side
Allow left half tower chunking and right half tower chunking to move in the horizontal direction final diameter and meet 2mm to hydraulic jack to want
It asks, this avoid the human errors that worker in conventional method helps ruler and reading.Final leveling most multi-purpose two is placed into from tower
A hour greatly increases the precision and efficiency of the leveling of concrete tower.
It should be pointed out that the embodiments of the present invention are described above.However, the technical staff of art technology should manage
Solution, the present utility model is not limited to the above embodiments, only illustrates the principles of the present invention described in above-described embodiment,
There are many changes and improvements for the utility model also meeting under the premise of not departing from the scope of the utility model, these changes and improvements are all
It falls within the scope of the claimed invention.
Claims (4)
1. a kind of levelling device of concrete tower, it is characterised in that including be set up in tower ontology and with the tower ontology
Geoplane, the setting of mouth circumferential edges and the receiver with Geoplane cooperation under the tower ontology to match
And it is installed on the jack below the tower ontology；The tower ontology includes left half tower chunking and right half tower group
Block is provided with 3 receivers and the receiver by being fixed on each tower chunking inner wall evenly and at intervals
State the built-in fitting bearing on tower ontology；The jack and the receiver correspond, and including horizontal and vertical two
Adjustment direction.
2. a kind of levelling device of concrete tower as described in claim 1, it is characterised in that in each tower chunking
The receiver be respectively at the tower chunking centre and close to two vertical side edges position.
3. a kind of levelling device of concrete tower as claimed in claim 1 or 2, it is characterised in that the bottom of the tower ontology
Portion is equipped with adjustable steel cushion block；The jack acts on the steel cushion block.
4. a kind of levelling device of concrete tower as claimed in claim 3, it is characterised in that the most bottom of the tower ontology
Portion is equipped with steel plate and concrete pad；The steel cushion block is placed in the concrete pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821584826.7U CN208996875U (en) | 2018-09-27 | 2018-09-27 | A kind of levelling device of concrete tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821584826.7U CN208996875U (en) | 2018-09-27 | 2018-09-27 | A kind of levelling device of concrete tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208996875U true CN208996875U (en) | 2019-06-18 |
Family
ID=66801909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821584826.7U Active CN208996875U (en) | 2018-09-27 | 2018-09-27 | A kind of levelling device of concrete tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208996875U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110878738A (en) * | 2019-11-29 | 2020-03-13 | 江苏金风科技有限公司 | Support arrangement and be used for support equipment of a tower section of thick bamboo |
-
2018
- 2018-09-27 CN CN201821584826.7U patent/CN208996875U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110878738A (en) * | 2019-11-29 | 2020-03-13 | 江苏金风科技有限公司 | Support arrangement and be used for support equipment of a tower section of thick bamboo |
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