Foundation reinforcing and waterproof structure at bottom of reinforced concrete tower drum

Abstract

The utility model discloses a reinforced concrete tower drum bottom foundation reinforcement and waterproof structure which comprises a tower drum body, a bottom plate is fixedly installed at the bottom of the tower drum body, a butt joint plate is installed at the bottom of the bottom plate, meanwhile, a foundation base is fixedly arranged at the bottom of the butt joint plate, and a plurality of sets of penetrating holes are evenly formed in the surface of the bottom plate. A plurality of sets of through holes are evenly and fixedly installed on the surface of the butt-joint plate, the distance between every two adjacent sets of through holes is consistent, meanwhile, a plurality of sets of studs are evenly and fixedly installed on the surface of the butt-joint plate, the distance between every two adjacent sets of studs is consistent, the studs are matched with the through holes in size, and the studs penetrate through the through holes and are fixedly connected with fixing nuts in a screwed mode. According to the reinforced concrete tower barrel bottom foundation reinforcing and waterproof structure, the outer side of the joint between the bottom plate and the butt joint plate is wrapped with the waterproof cover, the rainwater impact on the threaded joint between the bottom plate and the butt joint plate can be avoided through the arrangement of the waterproof cover, and the situation that the surfaces of bolts and nuts become rough due to corrosion can be avoided; therefore, the connection strength of the connection part between the bottom plate and the butt joint plate is improved.

Description

Technical Field

[0001] The utility model relates to the field of fan installation equipment, in particular to a steel-concrete tower barrel bottom foundation reinforcement and waterproof structure. Background Technique

[0002] The fan tower barrel is a tower-shaped structure that supports the wind power generation unit. Its main functions and characteristics are as follows: It provides stable support for the nacelle and impeller of the wind turbine. Usually, the fan tower barrel is relatively high in height, which can lift the wind turbine to a certain height so that the impeller can access stronger and more stable wind resources. It bears the weight of the wind power generation unit, including the weights of the main components such as the nacelle, impeller, and generator, and at the same time, it also bears various dynamic loads generated during the rotation of the wind wheel and the lateral force of the wind acting on the tower barrel.

[0003] Rusting of the rainwater at the screw connection position of the fan tower barrel base can easily cause the following problems: Rust will make the surfaces of the bolts and nuts rough, reducing the effective contact area, thereby reducing the connection strength of the screwed part. During the operation of the fan, especially when subjected to external forces such as wind and vibration, it may cause the connection to loosen or even fail. As the rusted area continuously increases, the materials of the bolts and nuts will gradually be corroded, and their mechanical properties will decline, further weakening the bearing capacity of the connection. Content of the Utility Model

[0004] The purpose of the utility model is to provide a steel-concrete tower barrel bottom foundation reinforcement and waterproof structure to solve the defects mentioned in the above background technique.

[0005] To achieve the above purpose, a steel-concrete tower barrel bottom foundation reinforcement and waterproof structure is provided, including a tower barrel body. A bottom plate is fixedly installed at the bottom of the tower barrel body, and a docking plate is installed at the bottom of the bottom plate. At the same time, a foundation base is fixedly arranged at the bottom of the docking plate. Multiple groups of through holes are evenly opened on the surface of the bottom plate, and the distance between adjacent two groups of through holes is the same. At the same time, multiple groups of stud bolts are evenly fixedly installed on the surface of the docking plate, and the distance between adjacent two groups of stud bolts is the same. The stud bolts are adapted to the through holes in size, and the stud bolts pass through the through holes and are screwed and fixed with fixed nuts. The tower barrel body and the docking plate are wrapped with a waterproof cover.

[0006] Preferably, the tower barrel body and the bottom plate are both circularly arranged, and the axial section of the tower barrel body and the bottom plate is a concentric circle structure. At the same time, the diameter of the bottom plate is larger than the diameter of the tower barrel body.

[0007] Preferably, multiple groups of upper reinforcing ribs are evenly fixedly arranged between the tower barrel body and the bottom plate, and the distance between adjacent two groups of upper reinforcing ribs is the same. At the same time, the upper reinforcing ribs are rectangularly arranged.

[0008] Preferably, a plurality of positioning columns are evenly installed at the bottom of the bottom plate, and the distance between adjacent two groups of positioning columns is the same. At the same time, a plurality of positioning grooves are evenly formed on the surface of the docking plate, and the distance between adjacent two groups of positioning grooves is the same.

[0009] Preferably, the sizes of the positioning columns and the positioning grooves are adapted to each other, and a plurality of positioning columns are respectively inserted into the plurality of positioning grooves. At the same time, the diameters of the bottom plate and the docking plate are the same, and the bottom plate and the docking plate are positioned and reinforced through the positioning columns and the positioning grooves.

[0010] Preferably, a waterproof cover is wrapped around the outer side of the connection between the bottom plate and the docking plate. The waterproof cover is in a frustum shape made of plastic material. At the same time, the upper part of the waterproof cover is screwed on the outer circumference of the tower barrel body, and the mounting piece at the bottom of the waterproof cover covers the surface of the foundation base and is fixed by bolts; a plurality of equally spaced lower reinforcing ribs are evenly and fixedly installed at the connection between the docking plate and the foundation base.

[0011] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0012] 1. Through the arrangement of a plurality of positioning columns and positioning grooves, the present utility model can ensure the uniform stress of the bolts, avoid local stress concentration caused by installation deviation, and thus improve the reliability and stability of the connection; when hoisting and installing the steel-concrete tower barrel, due to the influence of factors such as wind force and vibration, installation deviation is likely to occur; the positioning columns and positioning grooves can effectively limit the moving direction of the tower barrel, prevent it from shifting, rotating, etc. during the installation process, and ensure the accuracy of the installation position; the cooperation of the positioning columns and positioning grooves can add additional constraints on the basis of bolt connection, and improve the connection stability between the steel-concrete tower barrel and the foundation base;

[0013] 2. Through the waterproof cover wrapped around the outer side of the connection between the bottom plate and the docking plate, the waterproof cover can avoid the impact of rainwater on the screwed connection between the bottom plate and the docking plate, and can avoid the rust that will make the surfaces of the bolts and nuts rough, thereby increasing the connection strength of the connection part between the bottom plate and the docking plate. Description of the Drawings

[0014] Figure 1 is the front view schematic diagram of the structure of the present utility model;

[0015] Figure 2 is Figure 1 the bottom view of;

[0016] Figure 3 is Figure 1 the top view of;

[0017] Figure 4 is Figure 1 the cross-sectional view of.

[0018] Reference numerals in the figure: 1, tower barrel body; 2, upper reinforcing rib; 21, lower reinforcing rib; 3, bottom plate; 4, perforation; 5, stud; 6, butt plate; 7, foundation base; 8, positioning column; 9, positioning groove; 10, waterproof cover; 11, mounting piece. Specific implementation mode

[0019] Please refer to Figures 1-4 , the utility model provides a steel-concrete tower barrel bottom foundation reinforcement and waterproof structure, which includes a tower barrel body 1. A bottom plate 3 is fixedly installed at the bottom of the tower barrel body 1, and a butt plate 6 is installed at the bottom of the bottom plate 3. At the same time, a foundation base 7 is fixedly arranged at the bottom of the butt plate 6. Multiple groups of perforations 4 are evenly opened on the surface of the bottom plate 3, and the distance between adjacent two groups of perforations 4 is the same. At the same time, multiple groups of studs 5 are evenly fixedly installed on the surface of the butt plate 6, and the distance between adjacent two groups of studs 5 is the same. The size of the stud 5 is adapted to the perforation 4, and the stud 5 passes through the perforation 4 and is screwed and fixed with a fixing nut. A waterproof cover 10 is wrapped outside the tower barrel body 1 and the butt plate 6.

[0020] Working principle: When the tower barrel body 1 is hoisted by a hoisting device, at this time, when the tower barrel body 1 is lifted, a large number of positioning columns 8 at its bottom are respectively inserted into multiple groups of positioning grooves 9 opened on the surface of the butt plate 6. At this time, the stud 5 passes through the perforation 4 on the bottom plate 3 and is tightened and fixed by a fixing nut. The bottom plate 3 and the butt plate 6 are fixedly connected by multiple groups of studs 5 and fixing nuts, ensuring the stability of the connection between the bottom plate 3 and the butt plate 6. At the same time, the setting of multiple groups of positioning columns 8 and positioning grooves 9 can ensure the uniform force of the bolts, avoiding local stress concentration caused by installation deviation, thereby improving the reliability and stability of the connection; when hoisting and installing the steel-concrete tower barrel, due to the influence of factors such as wind force and vibration, installation deviation is likely to occur; the positioning columns 8 and positioning grooves 9 can effectively limit the moving direction of the tower barrel, preventing it from shifting, rotating, etc. during the installation process, ensuring the accuracy of the installation position; the cooperation of the positioning columns 8 and positioning grooves 9 can add additional constraints on the basis of bolt connection, improving the connection stability between the steel-concrete tower barrel and the foundation base 7; during the operation of the wind turbine generator set, this stable connection can better withstand various dynamic loads and external forces, reducing the vibration and deformation of the structure; a waterproof cover 10 is wrapped outside the connection between the bottom plate 3 and the butt plate 6. The setting of the waterproof cover 10 can prevent the impact of rainwater at the screwed connection between the bottom plate 3 and the butt plate 6, and can prevent rust from making the surfaces of the bolt and nut rough, thereby increasing the connection strength of the connection part between the bottom plate 3 and the butt plate 6.

[0021] The tower barrel body 1 and the bottom plate 3 are both circularly arranged, and the axial sections of the tower barrel body 1 and the bottom plate 3 are concentric circle structures. At the same time, the diameter of the bottom plate 3 is larger than the diameter of the tower barrel body 1.

[0022] As a preferred embodiment, a plurality of upper reinforcing ribs 2 are uniformly and fixedly arranged between the tower barrel body 1 and the bottom plate 3, and the distance between adjacent two groups of upper reinforcing ribs 2 is the same. At the same time, the upper reinforcing ribs 2 are arranged in a rectangular shape.

[0023] A plurality of positioning columns 8 are uniformly installed at the bottom of the bottom plate 3, and the distance between adjacent two groups of positioning columns 8 is the same. At the same time, a plurality of positioning grooves 9 are uniformly formed on the surface of the docking plate 6, and the distance between adjacent two groups of positioning grooves 9 is the same.

[0024] As a preferred embodiment, the positioning columns 8 and the positioning grooves 9 are adapted in size, and a plurality of positioning columns 8 are respectively inserted into the interiors of a plurality of positioning grooves 9. At the same time, the bottom plate 3 and the docking plate 6 have the same diameter, and the bottom plate 3 and the docking plate 6 are positioned and reinforced through the positioning columns 8 and the positioning grooves 9.

[0025] The outer side of the connection between the bottom plate 3 and the docking plate 6 is wrapped with a waterproof cover 10, and the waterproof cover 10 is arranged in a frustum shape made of plastic material. At the same time, the upper part of the waterproof cover 10 is screwed on the outer circumference of the tower barrel body 1, and the mounting piece 11 at the bottom of the waterproof cover 10 covers the surface of the foundation base 7 and is fixed by bolts; a plurality of equally spaced lower reinforcing ribs 21 are uniformly and fixedly installed at the connection between the docking plate 6 and the foundation base 7.

Claims

1. A steel-concrete tower bottom foundation reinforcement and waterproofing structure, comprising a tower body (1), characterized in that: A bottom plate (3) is fixedly installed at the bottom of the tower body (1), and a docking plate (6) is installed at the bottom of the bottom plate (3). A base base (7) is fixedly installed at the bottom of the docking plate (6). A plurality of groups of through holes (4) are evenly arranged on the surface of the bottom plate (3), and the distance between two adjacent groups of through holes (4) is consistent. A plurality of groups of studs (5) are evenly fixedly installed on the surface of the docking plate (6), and the distance between two adjacent groups of studs (5) is consistent. The sizes of the studs (5) and the through holes (4) are matched, and the studs (5) pass through the through holes (4) and are screwed and fixed to the fixing nuts. The outer sides of the tower body (1) and the docking plate (6) are wrapped with a waterproof cover (10).

2. The steel-concrete tower bottom foundation reinforcement and waterproofing structure according to claim 1 is characterized by: The tower body (1) and the bottom plate (3) are both arranged in a circular shape, and the axial sections of the tower body (1) and the bottom plate (3) are concentric circle structures, and the diameter of the bottom plate (3) is greater than the diameter of the tower body (1).

3. The steel-concrete tower bottom foundation reinforcement and waterproofing structure according to claim 2 is characterized by: A plurality of groups of upper reinforcing ribs (2) are evenly and fixedly arranged between the tower body (1) and the bottom plate (3), and the distance between two adjacent groups of upper reinforcing ribs (2) is consistent. The upper reinforcing ribs (2) are arranged in a rectangular shape.

4. The steel-concrete tower bottom foundation reinforcement and waterproofing structure according to claim 1 is characterized by: A plurality of groups of positioning columns (8) are evenly installed on the bottom of the base plate (3), and the distance between two adjacent groups of positioning columns (8) is consistent. At the same time, a plurality of groups of positioning grooves (9) are evenly opened on the surface of the docking plate (6), and the distance between two adjacent groups of positioning grooves (9) is consistent.

5. The steel-concrete tower bottom foundation reinforcement and waterproofing structure according to claim 4 is characterized by: The sizes of the positioning columns (8) and the positioning grooves (9) are matched, and the multiple groups of positioning columns (8) are respectively inserted into the multiple groups of positioning grooves (9). At the same time, the diameters of the bottom plate (3) and the docking plate (6) are consistent, and the bottom plate (3) and the docking plate (6) are positioned and reinforced by the positioning columns (8) and the positioning grooves (9).

6. The steel-concrete tower bottom foundation reinforcement and waterproofing structure according to claim 5 is characterized by: The outer side of the connection between the base plate (3) and the docking plate (6) is wrapped with a waterproof cover (10), and the waterproof cover (10) is made of plastic material and is arranged in a truncated cone shape. At the same time, the upper part of the waterproof cover (10) is screwed to the outer side of the circumference of the tower body (1), and the mounting plate (11) at the bottom of the waterproof cover (10) covers the surface of the base (7) and is fixed by bolts; the connection between the docking plate (6) and the base (7) is evenly fixedly installed with multiple groups of lower reinforcing ribs (21) arranged at equal distances.

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