CN216866917U - Adjustable reinforcing apparatus of wind power generation tower - Google Patents

Adjustable reinforcing apparatus of wind power generation tower Download PDF

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Publication number
CN216866917U
CN216866917U CN202220636729.8U CN202220636729U CN216866917U CN 216866917 U CN216866917 U CN 216866917U CN 202220636729 U CN202220636729 U CN 202220636729U CN 216866917 U CN216866917 U CN 216866917U
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China
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tower
support frame
wind power
sliding
footing
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CN202220636729.8U
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Chinese (zh)
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何先龙
孙得璋
唐芳宗
贾行建
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Hebei Zhenchuang Electronic Technology Co ltd
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Hebei Zhenchuang Electronic Technology Co ltd
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Abstract

The utility model discloses an adjustable reinforcing device of a wind power generation tower, which comprises: a tower footing; the tower body is arranged on the tower foundation, a second support frame is arranged on the tower body, sliding grooves and limiting grooves are formed in the first support frame and the second support frame respectively, and the limiting grooves are arranged on the inner sides of the sliding grooves side by side; the supporting mechanism, the supporting mechanism with first support frame with the second support frame is connected, the supporting mechanism includes the connecting rod and rotates to be installed the slider at connecting rod both ends, slider sliding connection be in the spout, install on the slider with the screens mechanism of spacing groove joint. The support mechanism can adjust the support height of the support mechanism to the tower body, and the support mechanism can support different heights of the tower body by arranging a plurality of groups of support mechanisms, so that the stability of the installation of the tower body is ensured; different supporting heights can be adjusted under different application environments, and applicability is improved.

Description

Adjustable reinforcing apparatus of wind power generation tower
Technical Field
The utility model belongs to the technical field of wind power generation tower reinforcement, and particularly relates to an adjustable reinforcement device of a wind power generation tower.
Background
The wind power tower barrel is a tower pole of wind power generation, mainly plays a supporting role in a wind generating set and simultaneously absorbs the vibration of the set. At present, a commonly-used wind power generation tower cylinder base fixing device is mainly fixed by a rib plate, and the fixing mode cannot be adjusted and only can be fixed at a fixed height, so that the applicability is poor.
It is therefore desirable to provide an adjustable reinforcement for a wind power tower that addresses the above-mentioned problems.
SUMMERY OF THE UTILITY MODEL
In view of this, the present invention provides an adjustable reinforcing apparatus for a wind power generation tower, which is used to solve the problem that the fixing apparatus for the base of the wind power generation tower in the prior art cannot be adjusted and is poor in applicability.
In order to achieve the purpose, the utility model provides the following technical scheme:
the utility model provides an adjustable reinforcing device of a wind power generation tower, which comprises: the tower footing comprises a mounting plate and a first support frame, and the mounting plate is positioned on the inner side of the first support frame;
the tower body is arranged on the mounting plate, a second support frame is arranged on the tower body, sliding grooves and limiting grooves are formed in the first support frame and the second support frame, and the limiting grooves are arranged on the inner sides of the sliding grooves side by side;
the supporting mechanism, the supporting mechanism with first support frame with the second support frame is connected, the supporting mechanism includes the connecting rod and rotates to be installed the slider at connecting rod both ends, slider sliding connection is in the spout, install clamping mechanism on the slider, clamping mechanism with the spacing groove joint.
Further, screens mechanism includes:
the slide block is provided with a through hole, the clamping rod is connected in the through hole in a sliding mode, and the clamping rod is matched with the limiting groove to enable the supporting mechanism to be connected with the first supporting frame and the second supporting frame in a clamping mode.
Furthermore, a cavity is formed in the sliding block and communicated with the through hole, a sliding plate is fixedly connected to the clamping rod, a spring is fixedly connected to the sliding plate, and the end of the spring, far away from the sliding plate, is fixedly connected with the side of the limiting groove, far away from the cavity.
Further, fixedly connected with limiting plate on the slide, seted up in the slider with the spacing chamber of cavity intercommunication, the limiting plate with spacing chamber cooperation is in order to restrict the slide.
Further, the connecting rod includes: the loop bar, be equipped with the dead slot in the loop bar, dead slot diapire fixedly connected with powerful spring, powerful spring keeps away from dead slot diapire end fixedly connected with slide bar, slide bar sliding connection be in the dead slot.
Furthermore, a lifting lug is rotatably connected to the clamping rod.
Further, a plurality of first support frames are installed to mounting panel circumference, a plurality of tower body circumference is installed the second support frame, first support frame with the second support frame one-to-one.
Furthermore, the tower footing is circular, a plurality of fasteners are connected to the tower footing in a circumferential threaded manner, and the fasteners are used for fixing the tower footing on the ground.
Further, install clamping mechanism on the mounting panel, clamping mechanism includes: the friction pad and with friction pad fixed connection's threaded connection spare, threaded connection spare with mounting panel threaded connection rotates threaded connection spare so that the friction pad removes to press from both sides tightly the column foot.
Further, the tower footing comprises a first tower footing and a second tower footing, the first tower footing and the second tower footing are detachably connected, and the first tower footing and the second tower footing are connected to form the tower footing.
As described above, the adjustable reinforcing apparatus for a wind power generation tower according to the present invention has the following advantageous effects: through the design of the structure, the supporting height of the supporting mechanism to the tower body can be adjusted, and different heights of the tower body are supported by arranging a plurality of groups of supporting mechanisms, so that the supporting function of the supporting mechanism to the tower body is improved, and the stability of the installation of the tower body is ensured; different supporting heights can be adjusted under different application environments, and applicability is improved.
Additional advantages, objects, and features of the utility model will be set forth in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the utility model. The objectives and other advantages of the utility model may be realized and attained by the means of the instrumentalities and combinations particularly pointed out hereinafter.
Drawings
In order to make the object, technical scheme and beneficial effect of the utility model more clear, the utility model provides the following drawings for explanation:
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present invention;
FIG. 2 is an enlarged view of portion A of FIG. 1 in accordance with the present invention;
fig. 3 is a top view of an embodiment of the present invention.
The drawings are numbered as follows: 1. a tower footing; 101. mounting a plate; 102. a first support frame; 2. a tower body; 201. a second support frame; 301. a chute; 302. a limiting groove; 4. a support mechanism; 401. a connecting rod; 402. a slider; 403. a through hole; 404. a cavity; 405. a limiting cavity; 406. a loop bar; 407. an empty groove; 408. a strong spring; 409. a slide bar; 5. a clamping mechanism; 501. a position clamping rod; 502. a slide plate; 503. a spring; 504. a limiting plate; 505. lifting lugs; 6. a fastener; 7. a clamping mechanism; 701. a friction pad; 702. a threaded connection.
Detailed Description
Referring to fig. 1 to 3, the present invention provides an adjustable reinforcing apparatus for a wind power tower, comprising: the tower footing 1 comprises a mounting plate 101 and a first support frame 102, wherein the mounting plate 101 is positioned inside the first support frame 102; the mounting plate 101 is provided with a tower body 2, the tower body 2 is provided with a second support frame 201, the first support frame 102 and the second support frame 201 are both provided with a sliding groove 301 and a limiting groove 302, and the limiting grooves 302 are arranged on the inner side of the sliding groove 301 side by side; first support frame 102 with be connected with supporting mechanism 4 between the second support frame 201, supporting mechanism 4 includes connecting rod 401 and rotates and installs the slider 402 at connecting rod 401 both ends, slider 402 sliding connection is in the spout 301, install clamping mechanism 5 on the slider 402, clamping mechanism 5 with spacing groove 302 joint.
The working principle of the technical scheme is as follows: referring to fig. 1, when the wind power generation tower is installed, the tower footing 1 is installed on the ground, the tower body 2 is installed on the installation plate 101, the sliding blocks 402 at two sides of the connecting rod 401 are respectively connected in the sliding grooves 301 formed in the first support frame 102 and the second support frame 201 in a sliding manner, the clamping mechanism 5 is clamped with the limiting groove 302, so that the sliding blocks 402 cannot slide, so that the supporting mechanism 4 can function as a rib plate to support the first supporting frame 102 and the second supporting frame 201, when the connection position of the support framework 4 with the first support frame 102 and the second support frame 201 needs to be adjusted, by removing the engagement state of the engaging mechanism 5 and the engaging groove 302, and sliding the slider 402, when the sliding block 402 on the first supporting frame 102 slides towards the direction close to the second supporting frame 201, the sliding block 402 on the second supporting frame 102 slides upwards, thereby adjusting the action point of the support mechanism 4 on the tower body 2 to play a role in adjusting the support height; through setting up a plurality of supporting mechanism 4, the highly misplaced setting of the supporting mechanism 4 that week side set up sets up two symmetrical supporting mechanism 4 about the 2 axes of tower body as a set of, and the supporting mechanism 4 in a set of is the same to the support height of tower body 2, and the supporting mechanism 4 of every group is different to the support height of tower body 2.
The beneficial effects of the above technical scheme are that: through the structural design, the supporting height of the supporting mechanism 4 to the tower body 2 can be adjusted, and different heights of the tower body 2 are supported by arranging a plurality of groups of supporting mechanisms 4, so that the supporting function of the supporting mechanism 4 to the tower body 2 is improved, and the installation stability of the tower body 2 is ensured; different supporting heights can be adjusted under different application environments, and applicability is improved.
In one embodiment of the utility model, the detent mechanism 5 comprises:
the slide block 402 is provided with a through hole 403, the clamping rod 501 is slidably connected in the through hole 403, and the clamping rod 501 is matched with the limiting groove 302 to clamp the support mechanism 4 with the first support frame 102 and the second support frame 201.
The working principle of the technical scheme is as follows: as shown in fig. 2, when the supporting mechanism 4 is installed, the position-locking rod 501 slides along the through hole 403 so that the position-locking rod 501 slides into the position-locking groove 302, and is clamped with the position-locking groove 302 through the position-locking rod 501, so that the supporting mechanism 4 cannot move and can play a supporting role, when the supporting height needs to be changed, the position-locking rod 501 slides out of the position-locking groove 302 so that the clamping state between the position-locking rod 501 and the position-locking groove 302 disappears, and at this time, the sliding block 402 can slide in the sliding groove 301, so that the supporting height is changed.
The beneficial effects of the above technical scheme are that: the supporting height of the tower body 2 by the supporting mechanism 4 can be adjusted by sliding the clamping rod 501, so that the operation is simple, and the manpower is saved.
In an embodiment of the present invention, a cavity 404 is formed in the sliding block 402, the cavity 404 is communicated with the through hole 403, a sliding plate 502 is fixedly connected to the position-locking rod 501, a spring 503 is fixedly connected to the sliding plate 502, and an end of the spring 503 away from the sliding plate 502 is fixedly connected to a side of the cavity 404 away from the limiting groove 302.
The working principle of the technical scheme is as follows: as shown in fig. 2, when the position-locking rod 501 slides in a direction away from the position-limiting groove 302, the sliding plate 502 is driven to slide, thereby compressing the spring 503, so that the position-locking rod 501 slides out of the position-limiting groove 302, and after the sliding block 402 slides to a specific position, the position-locking rod 501 only needs to be loosened, and the position-locking rod 501 automatically slides into the position-limiting groove 302 under the action of the spring 503.
The beneficial effects of the above technical scheme are that: through the design of above-mentioned structure, make screens pole 501 spacing sliding connection in through-hole 403 under the effect of spring 503, guaranteed screens pole 501 and slider 402 an organic whole structure, avoid screens pole 501 to lose, slide to the assigned position back at slider 402 simultaneously, only need loosen screens pole 501 and can make screens pole 501 slide into spacing groove 302 in, practiced thrift the manpower.
In an embodiment of the present invention, a position-limiting plate 504 is fixedly connected to the sliding plate 502, a position-limiting cavity 405 communicated with the cavity 404 is formed in the sliding block 402, and the position-limiting plate 504 cooperates with the position-limiting cavity 405 to limit the sliding of the sliding plate 502.
The working principle of the technical scheme is as follows: as shown in fig. 2, after upwards sliding the screens pole 501, drive slide 502 and the limiting plate 504 and slide together, when the limiting plate 504 slides to spacing chamber 405 department, it makes limiting plate 504 and spacing chamber 405 cooperation to rotate screens pole 501, make limiting plate 504 joint in spacing chamber 405, make and loosen screens pole 501 back, screens pole 501 can not slide towards the direction of spacing groove 302 under the effect of spring 503, after slider 402 slides to predetermineeing the position, it makes the joint state of limiting plate 504 and spacing chamber 405 disappear to rotate screens pole 501, make screens pole 501 slide towards the direction of spacing groove 302 under the effect of spring 503.
The beneficial effects of the above technical scheme are that: through setting up limiting plate 504 and the cooperation of spacing chamber 405 for behind the online slip screens pole 501, can avoid pulling screens pole 501 always when sliding slider 402 through rotating screens pole 501, practiced thrift the manpower.
In one embodiment of the present invention, the connection rod 401 includes: the telescopic rod 406 is provided with an empty slot 407, the bottom wall of the empty slot 407 is fixedly connected with a strong spring 408, the bottom wall of the strong spring 408 far away from the empty slot 407 is fixedly connected with a sliding rod 409, and the sliding rod 409 is slidably connected in the empty slot 407.
The working principle and the beneficial effects of the technical scheme are as follows: as fig. 1, when the slider 402 of connecting rod 401 both sides slides in spout 301, for making the slip more smooth, through setting up slide bar 409 and loop bar 406 to sliding connection, when avoiding slider 402 to slide, the rigidity effect of connecting rod 401 leads to slider 402 to slide unsmoothly, simultaneously behind the slider 402 joint of connecting rod 401 both sides in spacing groove 302, make through the powerful spring 408 that sets up have compression or tensile space between slide bar 409 and the loop bar 406, play the cushioning effect to the wind power generation tower, it leads to causing the damage to supporting mechanism 4 to avoid the skew when wind power generation tower receives the wind-force great.
In one embodiment of the present invention, a lifting lug 505 is rotatably connected to the position-locking rod 501.
The working principle and the beneficial effects of the technical scheme are as follows: install lug 505 on screens pole 501, the operating personnel of being convenient for pull screens pole 501, and lug 505 sets up to rotate to be connected on screens pole 501 simultaneously, can practice thrift the space, when not needing lug 505, rotates lug 505 and pastes on screens pole 501 roof.
In an embodiment of the present invention, a plurality of the first support frames 102 are circumferentially installed on the installation plate 101, a plurality of the second support frames 201 are circumferentially installed on the tower body 2, and the first support frames 102 correspond to the second support frames 201 one to one.
The working principle and the beneficial effects of the technical scheme are as follows: as shown in fig. 3, by providing a plurality of corresponding first support frames 102 and second support frames 201, the support mechanism 4 is mounted on the corresponding first support frames 102 and second support frames 201, so that the support capability of the tower body 2 is improved.
In one embodiment of the present invention, the tower foundation 1 is circular, and a plurality of fastening members 6 are circumferentially screwed on the tower foundation 1, and the plurality of fastening members 6 are used for fixing the tower foundation 1 on the ground.
The working principle and the beneficial effects of the technical scheme are as follows: fix the column foot 1 on ground through a plurality of fasteners 6, guaranteed the stability of column foot 1 installation to the installation stability of body of the tower 2 has been improved.
In one embodiment of the present invention, a clamping mechanism 7 is mounted on the mounting plate 101, and the clamping mechanism 7 includes: the friction pad 701 and with the threaded connection 702 of friction pad 701 fixed connection, threaded connection 702 with the mounting panel 101 threaded connection rotates threaded connection 702 so that friction pad 701 moves and presss from both sides tight to the column foot 1.
The working principle of the technical scheme is as follows: after the tower body 2 is mounted on the mounting plate 101, the threaded connection member 702 is rotated to drive the friction pad 701 to move toward the direction close to the tower body 2, so that the friction pad 701 abuts against the tower body 2.
The beneficial effects of the above technical scheme are that: the friction pad 701 is tightly abutted against the tower body 2, so that the stability of the tower body 2 after installation is enhanced, and the stability of the tower body 2 is further ensured through the friction force between the friction pad 701 and the tower body 2.
In one embodiment of the present invention, the tower foundation 1 comprises a first tower foundation and a second tower foundation, the first tower foundation and the second tower foundation are detachably connected, and the first tower foundation and the second tower foundation are connected to form the tower foundation 1.
The working principle and the beneficial effects of the technical scheme are as follows: the first tower footing and the second tower footing are symmetrically arranged, and the first tower footing and the second tower footing are installed to form the tower footing 1, so that the tower footing 1 can be conveniently installed and detached.
Finally, it is noted that the above-mentioned preferred embodiments illustrate rather than limit the utility model, and that, although the utility model has been described in detail with reference to the above-mentioned preferred embodiments, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the scope of the utility model as defined by the appended claims.

Claims (10)

1. An adjustable reinforcement for a wind power tower, comprising:
the tower footing comprises a mounting plate and a first support frame, and the mounting plate is positioned on the inner side of the first support frame;
the tower body is arranged on the mounting plate, a second support frame is arranged on the tower body, sliding grooves and limiting grooves are formed in the first support frame and the second support frame, and the limiting grooves are arranged on the inner sides of the sliding grooves side by side;
the supporting mechanism, the supporting mechanism with first support frame with the second support frame is connected, the supporting mechanism includes the connecting rod and rotates to be installed the slider at connecting rod both ends, slider sliding connection is in the spout, install clamping mechanism on the slider, clamping mechanism with the spacing groove joint.
2. An adjustable stiffening device for a wind power tower according to claim 1, characterized in that: the screens mechanism includes:
the slide block is provided with a through hole, the clamping rod is connected in the through hole in a sliding mode, and the clamping rod is matched with the limiting groove to enable the supporting mechanism to be connected with the first supporting frame and the second supporting frame in a clamping mode.
3. An adjustable stiffening device for a wind power tower according to claim 2, characterized in that: the slider is internally provided with a cavity which is communicated with the through hole, the clamping rod is fixedly connected with a sliding plate, the sliding plate is fixedly connected with a spring, and the spring is far away from the end of the sliding plate and the cavity which is far away from the side of the limiting groove.
4. An adjustable stiffening device for a wind power tower according to claim 3, characterized in that: the sliding plate is fixedly connected with a limiting plate, a limiting cavity communicated with the cavity is formed in the sliding block, and the limiting plate is matched with the limiting cavity to limit the sliding plate to slide.
5. An adjustable stiffening device for a wind power tower according to claim 1, characterized in that: the connecting rod includes: the loop bar, be equipped with the dead slot in the loop bar, dead slot diapire fixedly connected with powerful spring, powerful spring keeps away from dead slot diapire end fixedly connected with slide bar, slide bar sliding connection be in the dead slot.
6. An adjustable stiffening device for a wind power tower according to claim 2, characterized in that: the clamping rod is rotatably connected with a lifting lug.
7. An adjustable reinforcement for a wind power tower according to claim 1, wherein: a plurality of are installed to mounting panel circumference first support frame, tower body circumference is installed a plurality ofly the second support frame, first support frame with the second support frame one-to-one.
8. An adjustable stiffening device for a wind power tower according to claim 1, characterized in that: the tower footing is circular, a plurality of fasteners are connected to the circumference of the tower footing through threads, and the fasteners are used for fixing the tower footing on the ground.
9. An adjustable stiffening device for a wind power tower according to claim 1, characterized in that: install clamping mechanism on the mounting panel, clamping mechanism includes: the friction pad and with friction pad fixed connection's threaded connection spare, threaded connection spare with mounting panel threaded connection rotates threaded connection spare so that the friction pad removes to press from both sides tightly the column foot.
10. An adjustable stiffening device for a wind power tower according to claim 1, characterized in that: the tower footing comprises a first tower footing and a second tower footing, the first tower footing is detachably connected with the second tower footing, and the first tower footing is connected with the second tower footing to form the tower footing.
CN202220636729.8U 2022-03-23 2022-03-23 Adjustable reinforcing apparatus of wind power generation tower Active CN216866917U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202220636729.8U CN216866917U (en) 2022-03-23 2022-03-23 Adjustable reinforcing apparatus of wind power generation tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202220636729.8U CN216866917U (en) 2022-03-23 2022-03-23 Adjustable reinforcing apparatus of wind power generation tower

Publications (1)

Publication Number Publication Date
CN216866917U true CN216866917U (en) 2022-07-01

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202220636729.8U Active CN216866917U (en) 2022-03-23 2022-03-23 Adjustable reinforcing apparatus of wind power generation tower

Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116624339A (en) * 2023-04-06 2023-08-22 湘潭大学 Wind power tower cylinder reinforcing device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116624339A (en) * 2023-04-06 2023-08-22 湘潭大学 Wind power tower cylinder reinforcing device
CN116624339B (en) * 2023-04-06 2023-12-01 湘潭大学 Wind power tower cylinder reinforcing device

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