Mounting structure for anchor bolt and anchor plate of fan foundation

By designing fixed anchor bolts, limit blocks, chutes and threaded holes in the installation structure of the fan foundation anchor bolts and anchor plates, the risk of lumbar spine injury and accidents caused by long-term squatting by staff in the prior art is solved, and a more efficient and safe installation process is achieved.

CN222668302UActive Publication Date: 2025-03-25SEPCOIII ELECTRIC POWER CONSTR CO LTD
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Patent Information

Application Number
CN202421167715.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-05-27
Publication Date
2025-03-25
Estimated Expiration
2034-05-27

AI Technical Summary

Technical Problem

The installation structure of the existing fan foundation anchor bolt and anchor plate requires staff to squat for a long time, which will cause lumbar spine injury and numb legs and feet. When the rope is broken or the anchor bolt is dumped, staff may not be able to evacuate in time, increasing the risk of accidents.

Method used

An installation structure of fan foundation anchor bolts and anchor plates is designed. By installing fixed anchor bolts, limit blocks, slide chutes and threaded holes between the upper anchor plate and the lower anchor plate, staff can insert fixed anchor bolts and limit blocks, combined with screwing the fixing bolts, and complete the fixing bolts without long-term squatting.

Benefits of technology

The structure reduces the labor intensity of staff, protects the lumbar spine, reduces the risk of numbness in legs and feet, and increases the evacuation speed of staff in emergencies, reducing the possibility of accidents.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model provides an installation structure of a fan foundation anchor bolt and an anchor plate, which relates to the technical field of fan installation structures, and comprises an upper anchor plate and a lower anchor plate, the lower anchor plate is arranged right below the upper anchor plate, and the top end of the upper anchor plate and the top end of the lower anchor plate are respectively provided with a pouring gate. A plurality of fixing anchor bolts are installed between the upper anchor plate and the lower anchor plate and surround the pouring opening at equal intervals, and fixing grooves are formed in the positions, corresponding to the fixing anchor bolts, of the top end of the lower anchor plate. When the anchor bolts and the anchor plates are installed, a worker does not need to stretch hands below the lower anchor plate, so that the worker does not need to keep a long-term squatting posture, the lumbar vertebra of the worker is effectively protected, the situation that the legs and the feet of the worker are numb due to the fact that the worker keeps the long-term squatting posture is avoided, and the working efficiency is improved. And the mounting convenience of the mounting structure for the anchor bolt and the anchor plate of the fan foundation and the protectiveness to workers are improved.
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Description

Technical Field

[0001] The utility model relates to the technical field of fan installation structures, in particular to an installation structure of a fan foundation anchor bolt and an anchor plate. Background Art

[0002] With the increase in population, energy and environment have become two major problems facing people. On the one hand, the continuous consumption of traditional fossil fuels has prompted people to seek new energy as an alternative. On the other hand, traditional fossil fuels will cause air pollution and increase carbon dioxide content, causing the greenhouse effect. Wind power generation is clean and pollution-free, has a large single-unit capacity, and has good economic and social benefits. It is one of the most promising new energy sources. When the wind turbine is running, the alternating loads such as aerodynamic force, inertial force and elastic force acting on the blades are transmitted to the foundation through the tower, making the force on the foundation very complex. The wind turbine foundation is an important supporting structure of the wind turbine.

[0003] When installing the existing wind turbine foundation anchor bolts and anchor plates, it is necessary to use a crane to lift the upper anchor plate and manually fix the anchor bolts. When installing it, the staff needs to put their hands under the lower anchor plate and then use nuts to fix the anchor bolts. However, this method requires the staff to squat back and forth, which causes great damage to the staff's lumbar spine, and squatting for a long time can easily make the staff's legs and feet numb. If the lifting rope breaks or the anchor bolt falls, the staff may not be able to evacuate the scene in time, resulting in accidents. Therefore, we propose an installation structure for wind turbine foundation anchor bolts and anchor plates. Utility Model Content

[0004] The purpose of the utility model is to solve the shortcomings existing in the prior art. When installing the existing wind turbine foundation anchor bolts and anchor plates, it is necessary to use a crane to lift the upper anchor plate and manually fix the anchor bolts. When installing it, the staff needs to put their hands under the lower anchor plate and then use nuts to fix the anchor bolts. However, this method requires the staff to squat back and forth, which causes great damage to the staff's lumbar spine, and maintaining a squatting position for a long time can easily make the staff's legs and feet numb. If the lifting rope breaks or the anchor bolt falls, the staff may not be able to evacuate the scene in time, resulting in accidents.

[0005] In order to achieve the above purpose, the utility model adopts the following technical solutions:

[0006] A mounting structure for a wind turbine foundation anchor bolt and an anchor plate comprises an upper anchor plate and a lower anchor plate, the lower anchor plate being located directly below the upper anchor plate, the top ends of the upper anchor plate and the lower anchor plate being provided with casting openings, a plurality of fixing anchor bolts being equidistantly installed between the upper anchor plate and the lower anchor plate and around the casting openings, a fixing groove being provided at the top end of the lower anchor plate corresponding to the fixing anchor bolt, a limiting block being symmetrically arranged at the bottom end of the fixing anchor bolt corresponding to the fixing groove, sliding grooves being provided at the inner side walls of the fixing groove corresponding to the limiting blocks, a limiting groove being provided on the inner side walls of the fixing groove near the bottom, a threaded hole being provided on the outer side wall of the lower anchor plate corresponding to the limiting groove, and a fixing bolt being arranged inside the threaded hole.

[0007] As a preferred solution of the utility model, the fixing anchor bolt extends above the upper anchor plate, a mounting hole is opened at the top of the upper anchor plate corresponding to the fixing anchor bolt, and a fixing nut is sleeved on the top of the fixing anchor bolt, thereby fixing the fixing anchor bolt to the upper anchor plate.

[0008] The technical effect of adopting the above further solution is that the fixing anchor bolt can be better installed through the installation hole and the fixing nut, so that it is fixed to the upper anchor plate.

[0009] As a preferred solution of the utility model, the fixing nut is a Dacromet nut, and the nut tightening torque is 300n·m.

[0010] The technical effect of adopting the above further solution is that the fixing effect can be better through the Dacromet nut with a tightening torque of 300n·m.

[0011] As a preferred solution of the utility model, a pouring area is directly formed inside the fixing anchor bolt and located at the pouring port.

[0012] The technical effect of adopting the above further solution is that the workers can directly pour concrete into the pouring area through the pouring port, so that the whole structure can be more stable.

[0013] As a preferred solution of the utility model, the fixing groove is matched with the fixing anchor bolt, and the limiting block is matched with the sliding groove.

[0014] The technical effect of adopting the above further solution is: by adapting the fixing groove to the fixing anchor bolt and adapting the limiting block to the sliding groove, the fixing anchor bolt can be inserted into the fixing groove while the limiting block can also enter the interior of the sliding groove.

[0015] As a preferred solution of the utility model, the sliding groove is connected to the limiting groove, and the limiting block is adapted to the limiting groove.

[0016] The technical effect of adopting the above-mentioned further scheme is: by connecting the slide groove and the limit groove and adapting the limit block to the limit groove, when the limit block descends to the bottom surface inside the slide groove, the staff can rotate the fixed anchor bolt, thereby driving the limit block to move to the inside of the limit groove to complete the initial fixation of the fixed anchor bolt.

[0017] As a preferred solution of the utility model, the fixing bolt is threadedly connected to the threaded hole, the threaded hole is communicated with the limiting groove, and the fixing bolt extends to the inside of the limiting groove.

[0018] The technical effect of adopting the above further scheme is: through the threaded connection between the fixing bolt and the threaded hole and the connection between the threaded hole and the limit groove, the staff can directly turn the fixing bolt and send the fixing bolt into the interior of the limit groove, so as to clamp the limit block inside the limit groove and complete the final fixation.

[0019] Compared with the prior art, the beneficial effects of the utility model are:

[0020] In the utility model, through the design of limit grooves, threaded holes, fixing bolts and limit blocks, when installing the wind turbine foundation anchor bolts and anchor plates, the staff can directly insert the fixing anchor bolts into the fixing grooves and allow the limit blocks to enter the slide grooves. As the fixing anchor bolts descend, the limit blocks will reach the bottom surface of the slide grooves. At this time, the staff can rotate the fixing anchor bolts so that the fixing anchor bolts can drive the limit rotation and allow the limit blocks to enter the inside of the limit grooves. Then the staff can directly tighten the fixing bolts so that the fixing bolts can enter the inside of the limit grooves and clamp the limit blocks. The staff does not need to maintain a squatting position for a long time, which protects the staff's lumbar spine and reduces the staff's labor intensity. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 The utility model provides an overall structural diagram of a wind turbine foundation anchor bolt and anchor plate installation structure;

[0022] Figure 2 A top-down anatomical diagram of the lower anchor plate of a wind turbine foundation anchor bolt and anchor plate installation structure provided by the utility model;

[0023] Figure 3 A side anatomical view of a limit groove structure of a wind turbine foundation anchor bolt and anchor plate installation structure provided by the utility model;

[0024] Figure 4 The utility model provides an enlarged schematic diagram of the installation structure A of the wind turbine foundation anchor bolt and anchor plate.

[0025] Legend: 1. Upper anchor plate; 101. Casting port; 102. Mounting hole; 103. Fixing nut; 104. Casting area; 2. Lower anchor plate; 201. Fixing groove; 202. Slide groove; 203. Limiting groove; 204. Threaded hole; 205. Fixing bolt; 3. Fixing anchor bolt; 301. Limiting block. DETAILED DESCRIPTION

[0026] The technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the utility model.

[0027] To facilitate understanding of the present invention, a more comprehensive description of the present invention will be given below with reference to the relevant literature, and several embodiments of the present invention are provided. However, the present invention can be implemented in many different forms and is not limited to the embodiments described herein. On the contrary, the purpose of providing these embodiments is to make the disclosure of the present invention more thorough and comprehensive.

[0028] It should be noted that when an element is referred to as being "fixed on" another element, it may be directly on the other element or there may also be a central element. When an element is considered to be "connected to" another element, it may be directly connected to the other element or there may also be a central element. The terms "vertical", "horizontal", "left", "right" and similar expressions used in this article are for illustrative purposes only.

[0029] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by technicians in the technical field to which the present invention belongs. The terms used in the specification of the present invention are only for the purpose of describing specific embodiments and are not intended to limit the present invention. The term "and / or" used herein includes any and all combinations of one or more related listed items.

[0030] Example 1

[0031] like Figure 1-4As shown, the utility model provides a technical solution: a mounting structure of a wind turbine foundation anchor bolt and anchor plate, comprising an upper anchor plate 1 and a lower anchor plate 2, the lower anchor plate 2 is located directly below the upper anchor plate 1, the tops of the upper anchor plate 1 and the lower anchor plate 2 are both provided with pouring ports 101, concrete can be poured into the inside of a pouring area 104 through the pouring ports 101, a plurality of fixed anchor bolts 3 are equidistantly installed between the upper anchor plate 1 and the lower anchor plate 2 and around the pouring ports 101, a fixed groove 201 is provided at the top of the lower anchor plate 2 corresponding to the fixed anchor bolt 3, and the fixed anchor bolt 3 can be inserted into the fixed groove 201 , a limiting block 301 is symmetrically arranged at the bottom of the fixing anchor 3 corresponding to the fixing groove 201, and the limiting block 301 can be limited by the limiting groove 203. A sliding groove 202 is opened on the inner side wall of the fixing groove 201 corresponding to the limiting block 301, and a limiting groove 203 is opened on the inner side wall of the fixing groove 201 near the bottom, and a threaded hole 204 is opened on the outer side wall of the lower anchor plate 2 corresponding to the limiting groove 203, and a fixing bolt 205 is arranged inside the threaded hole 204, and the limiting block 301 can be fixed by screwing the fixing bolt 205.

[0032] Example 2

[0033] like Figure 1-4 As shown, the fixing anchor bolt 3 extends to the top of the upper anchor plate 1, and a mounting hole 102 is opened at the top of the upper anchor plate 1 corresponding to the fixing anchor bolt 3, and a fixing nut 103 is sleeved on the top of the fixing anchor bolt 3, so that the fixing anchor bolt 3 can be fixed to the upper anchor plate 1, and the fixing anchor bolt 3 can be better installed through the mounting hole 102 and the fixing nut 103, so that it is fixed to the upper anchor plate 1.

[0034] The fixing nut 103 is a Dacromet nut, and the nut tightening torque is 300 n·m. The fixing effect can be better through the Dacromet nut with a tightening torque of 300 n·m.

[0035] A pouring area 104 is directly formed inside the fixed anchor bolt 3 and located at the pouring port 101 , and the staff can directly pour concrete into the pouring area 104 through the pouring port 101 , so that the entire structure can be more stable.

[0036] The fixing groove 201 is adapted to the fixing anchor bolt 3, and the limiting block 301 is adapted to the sliding groove 202. By adapting the fixing groove 201 to the fixing anchor bolt 3 and the limiting block 301 to the sliding groove 202, when the fixing anchor bolt 3 is inserted into the fixing groove 201, the limiting block 301 can also enter the interior of the sliding groove 202.

[0037] The slide groove 202 is connected with the limit groove 203, and the limit block 301 is adapted to the limit groove 203. By connecting the slide groove 202 with the limit groove 203 and adapting the limit block 301 to the limit groove 203, when the limit block 301 drops to the bottom surface inside the slide groove 202, the staff can rotate the fixed anchor bolt 3, thereby driving the limit block 301 to move to the inside of the limit groove 203 to complete the preliminary fixation of the fixed anchor bolt 3.

[0038] The fixing bolt 205 is threadedly connected to the threaded hole 204, and the threaded hole 204 is communicated with the limiting groove 203. The fixing bolt 205 extends to the inside of the limiting groove 203. The fixing bolt 205 is threadedly connected to the threaded hole 204 and the threaded hole 204 is communicated with the limiting groove 203, so that the staff can directly screw the fixing bolt 205 and send the fixing bolt 205 into the inside of the limiting groove 203, so as to clamp the limiting block 301 inside the limiting groove 203, and the final fixation is completed.

[0039] The working process of the utility model is as follows: when installing a mounting structure of a wind turbine foundation anchor bolt and anchor plate, the staff can first directly insert the fixing anchor bolt 3 into the fixing groove 201, and adjust the direction of the fixing anchor bolt 3 so that the limit block 301 can enter the slide groove 202, so that the fixing anchor bolt 3 can be lowered to complete the initial fixation. As the fixing anchor bolt 3 descends, the limit block 301 will reach the bottom surface of the slide groove 202. At this time, the staff can rotate the fixing anchor bolt 3 so that the fixing anchor bolt 3 can drive the limit block 301 to rotate and allow the limit block 301 to enter the interior of the limit groove 203. Then the staff can By directly screwing the fixing bolt 205, the fixing bolt 205 enters the interior of the limit groove 203 and clamps the limit block 301 to complete the final fixation. Compared with the existing installation structure of the wind turbine foundation anchor bolts and anchor plates, there is no need for the staff to put their hands under the lower anchor plate when installing the anchor bolts and anchor plates, so that the staff does not have to maintain a squatting position for a long time, which effectively protects the staff's lumbar spine and will not cause numbness in the legs and feet of the staff due to maintaining a long-term squatting position. The installation structure of the wind turbine foundation anchor bolts and anchor plates is more convenient during installation and more protective for the staff.

[0040] Although the embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A wind turbine foundation anchor bolt and anchor plate installation structure, comprising an upper anchor plate (1) and a lower anchor plate (2), characterized in that: The lower anchor plate (2) is located directly below the upper anchor plate (1), and the top ends of the upper anchor plate (1) and the lower anchor plate (2) are both provided with a pouring port (101). A plurality of fixing anchor bolts (3) are equidistantly installed between the upper anchor plate (1) and the lower anchor plate (2) and around the pouring port (101). A fixing groove (201) is provided at the top end of the lower anchor plate (2) corresponding to the fixing anchor bolt (3), and a bottom end of the fixing anchor bolt (3) corresponds to the fixing groove (201). 01), a limit block (301) is symmetrically arranged, a sliding groove (202) is provided on the inner side wall of the fixing groove (201) at a position corresponding to the limit block (301), a limit groove (203) is provided on the inner side wall of the fixing groove (201) near the bottom, a threaded hole (204) is provided on the outer side wall of the lower anchor plate (2) at a position corresponding to the limit groove (203), and a fixing bolt (205) is provided inside the threaded hole (204).

2. The installation structure of a wind turbine foundation anchor bolt and anchor plate according to claim 1, characterized in that: The fixing anchor bolt (3) extends to the top of the upper anchor plate (1), a mounting hole (102) is provided at the top end of the upper anchor plate (1) corresponding to the fixing anchor bolt (3), and a fixing nut (103) is sleeved on the top end of the fixing anchor bolt (3), thereby fixing the fixing anchor bolt (3) and the upper anchor plate (1).

3. The installation structure of a wind turbine foundation anchor bolt and anchor plate according to claim 2, characterized in that: The fixing nut (103) is a Dacromet nut, and the nut tightening torque is 300 nm.

4. The installation structure of a wind turbine foundation anchor bolt and anchor plate according to claim 1, characterized in that: A pouring area (104) is directly formed inside the fixing anchor bolt (3) and located at the pouring port (101).

5. The installation structure of wind turbine foundation anchor bolts and anchor plates according to claim 1, characterized in that: The fixing groove (201) is matched with the fixing anchor bolt (3), and the limiting block (301) is matched with the sliding groove (202).

6. The installation structure of wind turbine foundation anchor bolts and anchor plates according to claim 1, characterized in that: The sliding groove (202) is communicated with the limiting groove (203), and the limiting block (301) is adapted to the limiting groove (203).

7. The installation structure of wind turbine foundation anchor bolts and anchor plates according to claim 1, characterized in that: The fixing bolt (205) is threadedly connected to the threaded hole (204), the threaded hole (204) is communicated with the limiting groove (203), and the fixing bolt (205) extends to the inside of the limiting groove (203).