In-situ first-aid repair reinforcing structure of double-spliced main material angle steel tower

Abstract

The utility model discloses an in-situ repair reinforcing structure of a double-spliced main material angle steel tower in the technical field of power grid construction, which is used for reinforcing a first angle steel tower main material and a second angle steel tower main material which are arranged in a cross shape and comprises a first filling plate, a second filling plate, a conversion connecting piece, first conversion angle steel, second conversion angle steel and an angle steel reinforcing frame, the second filling plate is vertically arranged on the first filling plate, is arranged in a T shape and forms a first mounting part and a second mounting part; the first angle steel tower main material and the conversion connecting piece are arranged on the first installation part and the second installation part correspondingly, the outer wall of one side of the second angle steel tower main material is arranged on the first filling plate, and a first L-shaped connecting plate is arranged between the outer wall of the other side of the second angle steel tower main material and the first filling plate. Second / third L-shaped connecting plates are respectively arranged on the inner walls of the first / second angle steel tower main materials; the reinforcing structure provided by the utility model is reasonable in structure, reliable in connection, convenient and rapid to manufacture and install, capable of rapidly repairing the double-main-material angle steel tower in situ on site, and capable of being popularized and applied to the accident repair of the transmission line tower.

Description

Technical Field

[0001] This utility model relates to the field of power grid construction technology, and in particular to an in-situ emergency repair and reinforcement structure for double-layered main material angle steel towers. Background Technology

[0002] Transmission line systems play a crucial role in regional energy distribution strategies, primarily undertaking the important tasks of transmitting and distributing electrical energy. Transmission towers, as the main load-bearing structures within these lines, are typical wind-sensitive structures. Overhead transmission lines are characterized by their wide geographical distribution, diverse environmental routes, and complex corridor environments. Transmission lines and towers are exposed to the natural environment for extended periods, making them susceptible to damage from natural conditions and external forces. The collapse of a transmission tower often leads to line paralysis, causing widespread power outages and potentially triggering cascading effects across various sectors, resulting in significant economic and property losses. For transmission towers with long service lives, due to factors such as weather recurrence intervals and differences in design specifications, the design conditions of these towers may fall below current requirements, resulting in lower reliability. These towers frequently collapse in strong winds. Reinforcing and strengthening these towers can improve their resistance to strong winds and ensure their safe operation. Summary of the Invention

[0003] The purpose of this utility model is to overcome the shortcomings of the existing technology and provide an in-situ emergency repair and reinforcement structure for double-section main material angle steel towers. This structure can reinforce and strengthen double-section main material angle steel towers, improve their ability to resist strong winds, and ensure the safe operation of the towers.

[0004] To achieve the above objectives, this utility model employs the following technical solution:

[0005] In a first aspect, this utility model provides an in-situ emergency repair and reinforcement structure for a double-section main angle steel tower, used to reinforce the first and second main angle steel tower members arranged in a cross shape, including:

[0006] The system comprises a first filler plate, a second filler plate, a conversion connector, a first conversion angle steel, a second conversion angle steel, and an angle steel reinforcement frame. The second filler plate is vertically disposed on the first filler plate, arranged in a T-shape, and forms a first mounting part and a second mounting part.

[0007] The first angle steel tower main member and the conversion connector are respectively disposed on the first mounting part and the second mounting part. One outer wall of the second angle steel tower main member is disposed on the first filling plate, and a first L-shaped connecting plate is disposed between the other outer wall and the first filling plate. The inner walls of the first angle steel tower main member and the second angle steel tower main member are respectively disposed on a second L-shaped connecting plate and a third L-shaped connecting plate.

[0008] One end of the first filling plate is fixedly connected to the adjacent ends of the first L-shaped connecting plate and the second L-shaped connecting plate, respectively, and the other end is fixedly connected to the adjacent ends of the third L-shaped connecting plate, the conversion connector, and the first conversion angle steel; the other end of the first conversion angle steel is fixedly connected to the steel reinforcement frame; the adjacent ends of the first L-shaped connecting plate and the third L-shaped connecting plate are fixedly connected.

[0009] The outer end of the second filling plate is fixedly connected to the second L-shaped connecting plate, the conversion connector, and the adjacent end of the second conversion angle steel; the other end of the second conversion angle steel is fixedly connected to the steel reinforcement frame.

[0010] Optionally, the inner walls of the first L-shaped connecting plate, the second L-shaped connecting plate, and the third L-shaped connecting plate are all provided with stiffening plates.

[0011] Optionally, the first L-shaped connecting plate, the second L-shaped connecting plate, and the third L-shaped connecting plate are connected to their stiffening plates by welding.

[0012] Optionally, the first filler plate and the second filler plate are connected by welding.

[0013] Optionally, the first filling plate, the first L-shaped connecting plate, and the second L-shaped connecting plate are connected by bolts; the first filling plate, the third L-shaped connecting plate, the conversion connector, and the first conversion angle steel are connected by bolts; the first L-shaped connecting plate and the third L-shaped connecting plate are connected by bolts; and the second filling plate, the second L-shaped connecting plate, the conversion connector, and the second conversion angle steel are connected by bolts.

[0014] Optionally, the conversion connector includes a third conversion angle steel, a fourth conversion angle steel, and a fifth conversion angle steel. The fourth conversion angle steel is disposed in the second mounting part and is shaped like an opening. The third conversion angle steel is disposed between the second filling plate and the fourth conversion angle steel. The fifth conversion angle steel is disposed between the first filling plate and the fourth conversion angle steel.

[0015] Optionally, the angle steel reinforcement frame includes horizontal angle steel members, inclined angle steel members, auxiliary angle steel members, and node plates. Multiple node plates are respectively disposed on the first conversion angle steel or the second conversion angle steel. One end of the horizontal angle steel member and the inclined angle steel member are fixedly connected, and the other end is respectively connected to a node plate, forming a large triangle. The auxiliary angle steel members are disposed in the large triangle, forming multiple small triangles.

[0016] Optionally, the lengths of the first angle steel tower main material, the second angle steel tower main material, the conversion connector, the first conversion angle steel, and the second conversion angle steel are equal.

[0017] Compared with the prior art, the beneficial effects achieved by this utility model are as follows:

[0018] This utility model provides an in-situ emergency repair and reinforcement structure for double-main-material angle steel towers. By setting a reinforcement structure on the outside of the damaged tower section requiring reinforcement, the double-main-material angle steel tower can be reinforced on-site. The structure is reasonable, the connection is reliable, and it is easy to process, manufacture and install on-site. It can achieve rapid on-site repair of double-main-material angle steel towers without power outages, greatly reducing the impact on the surrounding environment and the difficulty of policy handling, effectively ensuring the safe operation of transmission lines, and meeting the technical characteristics of line repair projects. Attached Figure Description

[0019] Figure 1 This is a schematic diagram of the in-situ emergency repair and reinforcement structure of the double-layered main material angle steel tower provided in this embodiment;

[0020] Figure 2 This is provided in this embodiment. Figure 1 Schematic diagram of the structure of section AA in the middle;

[0021] Figure 3 This is provided in this embodiment. Figure 1 Schematic diagram of the structure of the middle BB section;

[0022] The diagram is marked as follows:

[0023] 1. Main material of the first angle steel tower; 2. Main material of the second angle steel tower; 3. First filling plate; 4. Second filling plate; 5. Transition connector; 51. Third transition angle steel; 52. Fourth transition angle steel; 53. Fifth transition angle steel; 6. First transition angle steel; 7. Second transition angle steel; 8. Angle steel reinforcement frame; 81. Angle steel horizontal member; 82. Angle steel inclined member; 83. Angle steel auxiliary member; 9. First L-shaped connecting plate; 10. Second L-shaped connecting plate; 11. Third L-shaped connecting plate; 12. Stiffening plate; 13. Node plate. Detailed Implementation

[0024] The present invention will be further described below with reference to the accompanying drawings. The following embodiments are only used to more clearly illustrate the technical solution of the present invention, and should not be used to limit the scope of protection of the present invention.

[0025] In the description of this utility model, it should be understood that the terms "center," "longitudinal," "lateral," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," and "outer," etc., indicating orientation or positional relationships, are based on the orientation or positional relationships shown in the accompanying drawings and are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model. Furthermore, the terms "first," "second," etc., are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, features defined with "first," "second," etc., may explicitly or implicitly include one or more of that feature. In the description of this utility model, unless otherwise stated, "a plurality of" means two or more.

[0026] In the description of this utility model, it should be noted that, unless otherwise explicitly specified and limited, the terms "installation," "connection," and "joining" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0027] Example 1:

[0028] like Figures 1 to 3 As shown, this utility model embodiment provides an in-situ emergency repair and reinforcement structure for a double-section main angle steel tower, used to reinforce the first and second main angle steel tower members 1 and 2 arranged in a cross shape. It includes: a first filling plate 3, a second filling plate 4, a conversion connector 5, a first conversion angle steel 6, a second conversion angle steel 7, and an angle steel reinforcement frame 8. The first main angle steel tower member 1, the second main angle steel tower member 2, the conversion connector 5, the first conversion angle steel 6, and the second conversion angle steel 7 are of equal length and are flush at both ends.

[0029] After the first filling plate 3, the second filling plate 4, the conversion connector 5, the first conversion angle steel 6, the second conversion angle steel 7, and the angle steel reinforcement frame 8 are produced in the factory and transported to the construction site, the tower materials are lifted and installed using a truck crane. After all the components are assembled, a stable structural system is formed and attached to the outside of the corresponding reinforced tower body section to achieve the reinforcement of the first angle steel tower main material 1 and the second angle steel tower main material 2.

[0030] The second filling plate 4 is vertically mounted on the first filling plate 3 by welding, forming a T-shape and creating a first mounting part and a second mounting part. The first angle steel tower main member 1 and the conversion connector 5 are respectively mounted on the first mounting part and the second mounting part. One outer wall of the second angle steel tower main member 2 is mounted on the first filling plate 3, and a first L-shaped connecting plate 9 is provided between the other outer wall and the first filling plate 3. The inner walls of the first angle steel tower main member 1 and the second angle steel tower main member 2 are respectively provided with a second L-shaped connecting plate 10 and a third L-shaped connecting plate 11. The second L-shaped connecting plate 10 and the third L-shaped connecting plate 11 have the same dimensions. To further enhance the reliability of the reinforcement structure, stiffening plates 12 are provided on the inner walls of the first L-shaped connecting plate 9, the second L-shaped connecting plate 10, and the third L-shaped connecting plate 11, and are fixed to their stiffening plates 12 by welding.

[0031] One end of the first filling plate 3 is fixedly connected to the adjacent ends of the first L-shaped connecting plate 9 and the second L-shaped connecting plate 10 by bolts, and the other end is fixedly connected to the adjacent ends of the third L-shaped connecting plate 11, the conversion connecting piece 5 and the first conversion angle steel 6 by bolts; the other end of the first conversion angle steel 6 is fixedly connected to the steel reinforcement frame by bolts; the adjacent ends of the first L-shaped connecting plate 9 and the third L-shaped connecting plate 11 are fixedly connected by bolts.

[0032] The outer end of the second filling plate 4 is fixedly connected to the second L-shaped connecting plate 10, the conversion connector 5 and the adjacent end of the second conversion angle steel 7 by bolts; the other end of the second conversion angle steel 7 is fixedly connected to the steel reinforcement frame by bolts.

[0033] The conversion connector 5 includes a third conversion angle steel 51, a fourth conversion angle steel 52, and a fifth conversion angle steel 53. The fourth conversion angle steel 52 is disposed in the second mounting part and is U-shaped. The third conversion angle steel 51 is disposed between the second filler plate 4 and the fourth conversion angle steel 52. The fifth conversion angle steel 53 is disposed between the first filler plate 3 and the fourth conversion angle steel 52. The fourth conversion angle steel 52 is fixedly connected to the third conversion angle steel 51 and the fifth conversion angle steel 53 by bolts.

[0034] The angle steel reinforcement frame 8 includes horizontal angle steel members 81, inclined angle steel members 82, auxiliary angle steel members 83, and node plates 13. Multiple node plates 13 are respectively installed on the first conversion angle steel 6 or the second conversion angle steel 7. The horizontal angle steel members 81 and inclined angle steel members 82 are fixedly connected at one end and connected to a node plate 13 at the other end, forming a large triangle. The auxiliary angle steel members 83 are placed within the large triangle, forming multiple smaller triangles. Utilizing the stability characteristic of triangles, the angle steel reinforcement frame 8 is designed as a multi-triangular structure, thereby improving its stability.

[0035] The above description is only a preferred embodiment of the present utility model. It should be noted that for those skilled in the art, several improvements and modifications can be made without departing from the technical principles of the present utility model, and these improvements and modifications should also be considered within the protection scope of the present utility model.

Claims

1. A double-section main member angle steel tower in-situ emergency repair and reinforcement structure, used to reinforce the first and second angle steel tower main members arranged in a cross shape, characterized in that, include: The system comprises a first filler plate, a second filler plate, a conversion connector, a first conversion angle steel, a second conversion angle steel, and an angle steel reinforcement frame. The second filler plate is vertically disposed on the first filler plate, arranged in a T-shape, and forms a first mounting part and a second mounting part. The first angle steel tower main member and the conversion connector are respectively disposed on the first mounting part and the second mounting part. One outer wall of the second angle steel tower main member is disposed on the first filling plate, and a first L-shaped connecting plate is disposed between the other outer wall and the first filling plate. The inner walls of the first angle steel tower main member and the second angle steel tower main member are respectively disposed on a second L-shaped connecting plate and a third L-shaped connecting plate. One end of the first filling plate is fixedly connected to the adjacent ends of the first L-shaped connecting plate and the second L-shaped connecting plate, respectively, and the other end is fixedly connected to the adjacent ends of the third L-shaped connecting plate, the conversion connector, and the first conversion angle steel; the other end of the first conversion angle steel is fixedly connected to the steel reinforcement frame; the adjacent ends of the first L-shaped connecting plate and the third L-shaped connecting plate are fixedly connected. The outer end of the second filling plate is fixedly connected to the second L-shaped connecting plate, the conversion connector, and the adjacent end of the second conversion angle steel; the other end of the second conversion angle steel is fixedly connected to the steel reinforcement frame.

2. The in-situ emergency repair and reinforcement structure for double-layered main material angle steel towers according to claim 1, characterized in that, The inner walls of the first L-shaped connecting plate, the second L-shaped connecting plate, and the third L-shaped connecting plate are all provided with stiffening plates.

3. The in-situ emergency repair and reinforcement structure for double-layered main material angle steel towers according to claim 2, characterized in that, The first L-shaped connecting plate, the second L-shaped connecting plate, and the third L-shaped connecting plate are connected to their stiffening plates by welding.

4. The in-situ emergency repair and reinforcement structure for double-layered main material angle steel towers according to claim 1, characterized in that, The first filler plate and the second filler plate are connected by welding.

5. The in-situ emergency repair and reinforcement structure for double-layered main material angle steel towers according to claim 1, characterized in that, The first filling plate, the first L-shaped connecting plate, and the second L-shaped connecting plate are connected by bolts. The first filling plate, the third L-shaped connecting plate, the conversion connector, and the first conversion angle steel are connected by bolts. The first L-shaped connecting plate and the third L-shaped connecting plate are connected by bolts. The second filling plate, the second L-shaped connecting plate, the conversion connector, and the second conversion angle steel are connected by bolts.

6. The in-situ emergency repair and reinforcement structure for double-layered main material angle steel towers according to claim 1, characterized in that, The conversion connector includes a third conversion angle steel, a fourth conversion angle steel, and a fifth conversion angle steel. The fourth conversion angle steel is disposed in the second mounting part and is shaped like an opening. The third conversion angle steel is disposed between the second filling plate and the fourth conversion angle steel. The fifth conversion angle steel is disposed between the first filling plate and the fourth conversion angle steel.

7. The in-situ emergency repair and reinforcement structure for double-layered main material angle steel towers according to claim 1, characterized in that, The angle steel reinforcement frame includes horizontal angle steel members, inclined angle steel members, auxiliary angle steel members, and node plates. Multiple node plates are respectively disposed on the first conversion angle steel or the second conversion angle steel. One end of the horizontal angle steel member and the inclined angle steel member are fixedly connected, and the other end is respectively connected to a node plate, forming a large triangle. The auxiliary angle steel members are disposed in the large triangle, forming multiple small triangles.

8. The in-situ emergency repair and reinforcement structure for double-layered main material angle steel towers according to claim 1, characterized in that, The first angle steel tower main material, the second angle steel tower main material, the conversion connector, the first conversion angle steel, and the second conversion angle steel are all of equal length.

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