CN213928635U

CN213928635U - Wind power tower cylinder that stability is high

Info

Publication number: CN213928635U
Application number: CN202022870110.7U
Authority: CN
Inventors: 曾召志
Original assignee: Anhui Qianyuan Wind Power Generation Equipment Co ltd
Current assignee: Anhui Qianyuan Wind Power Generation Equipment Co ltd
Priority date: 2020-12-02
Filing date: 2020-12-02
Publication date: 2021-08-10
Anticipated expiration: 2030-12-02

Abstract

The utility model discloses a wind power tower cylinder that stability is high relates to wind power tower cylinder technical field, and is single for solving current wind power tower cylinder stability capability structure, damages the problem easily when leading to the long term to use. The base plate structure is installed to the below of foundation column structure down, one side of foundation column structure is provided with cement and pours into the structure into, the internally mounted of cement that pours into the structure has the overflow passageway, one side of overflow passageway is provided with annular reinforcing bar reinforcing ring structure, tower section of thick bamboo major structure is installed to the top of foundation column structure down, tower section of thick bamboo major structure's outside is provided with the centre gripping protective sheath, waterproof cold flitch is installed to tower section of thick bamboo major structure's inner wall, one side of waterproof cold flitch is provided with the compression pulling force intermediate layer, the upper end of tower section of thick bamboo major structure is installed and is born the atress board, the top of bearing the atress board is provided with centre gripping protection structure, the centre of centre gripping protection structure is installed the butt joint hole.

Description

Wind power tower cylinder that stability is high

Technical Field

The utility model relates to a wind power tower cylinder technical field specifically is a wind power tower cylinder that stability is high.

Background

The wind power tower cylinder is a tower pole for wind power generation, mainly plays a supporting role in a wind generating set, and simultaneously absorbs the vibration of the set, and the production process flow of the wind power tower cylinder is generally as follows: blanking by a numerical control cutting machine, beveling a thick plate, performing spot welding and positioning after the plate is rolled and formed by a plate rolling machine, welding an inner longitudinal seam and an outer longitudinal seam after confirmation, performing secondary rounding if a problem exists after roundness inspection, performing group point welding on a roller frame by adopting a hydraulic group after welding a single-section barrel, welding an inner circular seam and an outer circular seam, performing tolerance inspection such as straightness and the like, performing nondestructive flaw detection and flatness inspection of a welding seam after welding a flange, performing sand blasting and paint spraying treatment, completing internal part installation and finished product inspection, and transporting to an installation site. The general overview of the average wind energy density obtained through long-term measurement, investigation and statistics is called the basis of the energy utilization in the range, usually marked on a map by an energy density line, and the wind energy utilization mainly converts the kinetic energy of the atmosphere during movement into other forms of energy.

However, with the use of the wind power tower, the existing wind power tower is single in stable performance and structure, so that the existing wind power tower is easy to damage after being used for a long time; therefore, the existing requirements are not met, and the wind power tower with high stability is provided.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a wind power tower cylinder that stability is high to current wind power tower cylinder stability can single structure who proposes in solving above-mentioned background art leads to damaging the problem easily when using for a long time.

In order to achieve the above object, the utility model provides a following technical scheme: a wind power tower cylinder with high stability comprises a lower foundation column structure, a lower base plate structure is installed below the lower foundation column structure, a cement pouring structure is arranged on one side of the lower foundation column structure, an overflow channel is installed inside the cement pouring structure, an annular reinforcing steel bar reinforcing ring structure is arranged on one side of the overflow channel, a tower cylinder main body structure is installed above the lower foundation column structure, a clamping protective sleeve is arranged outside the tower cylinder main body structure, a waterproof cold glue plate is installed on the inner wall of the tower cylinder main body structure, a compression-tension interlayer is arranged on one side of the waterproof cold glue plate, a bearing stress plate is installed at the upper end of the tower cylinder main body structure, a clamping protective structure is arranged above the bearing stress plate, a butt joint hole is installed in the middle of the clamping protective structure, and an exit door is arranged on the outer wall of the tower cylinder main body structure, the emergency exit of cominging in and going out installs the butt joint pole in one side, tower section of thick bamboo major structure's inside is provided with inside perpendicular shape support carrier structure, the bradyseism rubber slab is installed to one side of inside perpendicular shape support carrier structure, one side of bradyseism rubber slab is provided with inside annular and supports the stiffener, circuit installation wire casing is installed to one side that inside annular supported the stiffener.

Preferably, the upper part of the base substrate structure is provided with a mounting and stabilizing structure, and the mounting and stabilizing structure is fixedly connected with the upper part of the base substrate structure.

Preferably, the outer wall of the lower foundation column structure is provided with an external buckle structure, and the external buckle structure is fixedly connected with the outer wall of the lower foundation column structure.

Preferably, the inner wall of centre gripping protective sheath is installed and is constructed gusset plate structure, and the inner wall fixed connection of the centre gripping protective sheath of steel construction gusset plate structure.

Preferably, the upper end of the clamping protection structure is provided with an installation bolt hole, and the installation bolt hole is fixedly connected with the upper end of the clamping protection structure.

Preferably, the surface of the internal vertical supporting carrier structure is provided with a sliding clamping groove, and the sliding clamping groove is fixedly connected with the surface of the internal vertical supporting carrier structure.

Compared with the prior art, the beneficial effects of the utility model are that:

1. the utility model discloses a lower foundation structure and centre gripping protective sheath that set up, the stability that keeps wind power tower cylinder that can be fine reduces the external world to whole damage, utilizes subbottom plate structure and centre gripping protection structure, can utilize centre gripping protection structure easy to assemble fan case simultaneously through the stability of subbottom plate structure inside annular reinforcing bar reinforcing ring structure guarantee ground, and the firm of guarantee during operation reduces vibrations, has improved life.

2. Through the inside annular support stiffener that sets up and inside perpendicular shape carriage structure, can further ensure the stability of inner structure, hoisting device's life, inside perpendicular shape carriage structure can install the glider simultaneously, make things convenient for inside maintenance to use, increase practicality, the pressurized pulling force intermediate layer and the waterproof cold flitch of setting, when external wind-force blows wind power tower section of thick bamboo, usable pressurized pulling force intermediate layer, reinforcing pulling force steadiness, utilize waterproof cold flitch simultaneously, prevent that external moisture from corroding inside, increase practicality.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a schematic sectional view of the present invention;

FIG. 3 is a partial enlarged view of the main structure of the tower of the present invention;

in the figure: 1. a lower pillar structure; 2. a base substrate structure; 3. installing a stable structure; 4. a cement pouring structure; 5. a ring buckle structure is externally connected; 6. clamping the protective sleeve; 7. an entrance and exit door; 8. clamping the protection structure; 9. a butt joint hole; 10. a load bearing plate; 11. installing bolt holes; 12. an overflow channel; 13. the annular reinforcing steel bar reinforcing ring structure; 14. an inner annular support stiffener; 15. a cushioning rubber plate; 16. an internal vertical support carrier structure; 17. a sliding clamping groove; 18. a tower barrel main body structure; 19. a steel structure reinforcing plate structure; 20. a compressive and tensile interlayer; 21. a waterproof cold glue plate; 22. installing a wire slot on a line; 23. a docking rod.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

Referring to fig. 1-3, the present invention provides an embodiment: a wind power tower cylinder with high stability comprises a lower foundation column structure 1, a lower base plate structure 2 is installed below the lower foundation column structure 1, a cement pouring structure 4 is arranged on one side of the lower foundation column structure 1, an overflow channel 12 is installed inside the cement pouring structure 4, an annular reinforcing steel bar reinforcing ring structure 13 is arranged on one side of the overflow channel 12, a tower cylinder main body structure 18 is installed above the lower foundation column structure 1, a clamping protective sleeve 6 is arranged outside the tower cylinder main body structure 18, a waterproof cold glue plate 21 is installed on the inner wall of the tower cylinder main body structure 18, a compression tension interlayer 20 is arranged on one side of the waterproof cold glue plate 21, a bearing stress plate 10 is installed at the upper end of the tower cylinder main body structure 18, a clamping protective structure 8 is arranged above the bearing stress plate 10, a butt joint hole 9 is installed in the middle of the clamping protective structure 8, and an exit door 7 is arranged on the outer wall of the tower cylinder main body structure 18, docking rod 23 is installed to one side of discrepancy emergency exit 7, and tower section of thick bamboo major structure 18's inside is provided with inside perpendicular shape support carrier structure 16, and bradyseism rubber slab 15 is installed to one side of inside perpendicular shape support carrier structure 16, and one side of bradyseism rubber slab 15 is provided with inside annular support stiffener 14, and circuit installation wire casing 22 is installed to one side of inside annular support stiffener 14.

Further, installation stable structure 3 is installed to the top of base plate structure 2, and installation stable structure 3 and base plate structure 2's top fixed connection, the installation stable structure 3 of setting.

Further, the outer wall of lower foundation pillar structure 1 is provided with external latch closure structure 5, and external latch closure structure 5 and the outer wall fixed connection of lower foundation pillar structure 1, and the external latch closure structure 5 of setting can promote device's stability.

Further, the steel constructs reinforcing plate structure 19 is installed to the inner wall of centre gripping protective sheath 6, and the inner wall fixed connection of the centre gripping protective sheath 6 of steel constructs reinforcing plate structure 19, and the centre gripping protective sheath 6 of setting, inside the protection that can be fine.

Further, the upper end of centre gripping protection architecture 8 is provided with mounting bolt hole 11, and mounting bolt hole 11 and centre gripping protection architecture 8's upper end fixed connection, and mounting bolt hole 11 of setting can effectual mounting structure, increases practicality.

Further, the surface of the inside vertical supporting carrier structure 16 is provided with a sliding clamping groove 17, the sliding clamping groove 17 is fixedly connected with the surface of the inside vertical supporting carrier structure 16, and the sliding clamping groove 17 is arranged, so that the lifter can be well installed.

The working principle is as follows: during the use, at first place tower section of thick bamboo major structure 18 needs to be placed, the ground hole has been beaten, then put into inside with base plate structure 2, pour into mud from cement pouring structure 4 again, make annular reinforcing bar reinforcement ring structure 13 firm through overflow channel 12, it fixes as required to recycle installation stable structure 3, also can utilize external latch closure structure 5 installation pulling force rope, further promote the steadiness, the back is accomplished in the bottom installation, utilize bearing stress plate 10 and centre gripping protection architecture 8 installation fan, fix through mounting bolt hole 11, after the installation is accomplished, utilize butt-joint bar 23 to connect the slide and open discrepancy emergency exit 7 and get into inside, utilize inside vertical support carrier structure 16 installation riser, can lay the circuit in line installation wire casing 22.

It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims

1. The utility model provides a wind power tower cylinder that stability is high, includes lower foundation pillar structure (1), its characterized in that: a bottom base plate structure (2) is installed below the lower foundation column structure (1), a cement pouring structure (4) is arranged on one side of the lower foundation column structure (1), an overflow channel (12) is installed inside the cement pouring structure (4), an annular reinforcing ring structure (13) is arranged on one side of the overflow channel (12), a tower barrel main body structure (18) is installed above the lower foundation column structure (1), a clamping protective sleeve (6) is arranged outside the tower barrel main body structure (18), a waterproof cold rubber plate (21) is installed on the inner wall of the tower barrel main body structure (18), a compression tension interlayer (20) is arranged on one side of the waterproof cold rubber plate (21), a bearing stress plate (10) is installed at the upper end of the tower barrel main body structure (18), and a clamping protective structure (8) is arranged above the bearing stress plate (10), butt joint hole (9) are installed to the centre of centre gripping protection structure (8), the outer wall of tower section of thick bamboo major structure (18) is provided with discrepancy emergency exit (7), docking rod (23) are installed to one side of discrepancy emergency exit (7), the inside of tower section of thick bamboo major structure (18) is provided with inside perpendicular bearing frame structure (16), bradyseism rubber slab (15) are installed to one side of inside perpendicular bearing frame structure (16), one side of bradyseism rubber slab (15) is provided with inside annular support stiffener (14), circuit installation wire casing (22) are installed to one side of inside annular support stiffener (14).

2. The wind power tower with high stability as claimed in claim 1, wherein: the installation stabilizing structure (3) is installed above the bottom base plate structure (2), and the installation stabilizing structure (3) is fixedly connected with the top of the bottom base plate structure (2).

3. The wind power tower with high stability as claimed in claim 1, wherein: the outer wall of the lower foundation column structure (1) is provided with an external buckle structure (5), and the external buckle structure (5) is fixedly connected with the outer wall of the lower foundation column structure (1).

4. The wind power tower with high stability as claimed in claim 1, wherein: the inner wall of centre gripping protective sheath (6) is installed and is constructed reinforcing plate structure (19), and the inner wall fixed connection of centre gripping protective sheath (6) of steel structure reinforcing plate structure (19).

5. The wind power tower with high stability as claimed in claim 1, wherein: the upper end of the clamping protection structure (8) is provided with an installation bolt hole (11), and the installation bolt hole (11) is fixedly connected with the upper end of the clamping protection structure (8).

6. The wind power tower with high stability as claimed in claim 1, wherein: the surface of the internal vertical support carrier structure (16) is provided with a sliding clamping groove (17), and the sliding clamping groove (17) is fixedly connected with the surface of the internal vertical support carrier structure (16).