Reinforcing device for improving stability performance of single-angle steel component of power transmission tower and implementation method
By using reinforcement devices on single-angle steel components of the transmission tower, including jacket reinforcement, vulcanized rubber and steel strands, the problems of poor reinforcement effect, complex construction and poor durability in the prior art are solved, and the effect of improving stability performance and simplifying construction is achieved.
Patent Information
- Application Number
- CN202510472566.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-04-09
- Publication Date
- 2025-06-27
AI Technical Summary
In the prior art, the reinforcement method of single-angle steel components of the transmission tower has problems such as poor stability, complex construction and poor durability, which is difficult to meet the long-term and stable operation of the transmission tower.
The reinforcement device including single-angle steel components, reinforcement auxiliary materials, jacket reinforcement, vulcanized rubber, steel stranded wire, steel stranded wire steering and steel stranded wire fixture is adopted. Through the cooperation of outer reinforcement and reinforcement auxiliary materials, the buffering and shock absorption of vulcanized rubber, and the tensioning and fixing of steel strands, the stability performance of single-angle steel members is improved.
It effectively enhances the overall stability of single-angle steel components, improves load-bearing capacity, enhances durability, simplifies the construction process, and reduces the technical requirements for construction personnel.
Smart Images
Figure CN120211519A_ABST
Abstract
Description
Technical Field
[0001] The present invention specifically relates to a reinforcement device and an implementation method for improving the stability performance of single-angle steel members of transmission towers. Background Art
[0002] As an important infrastructure for power transmission, transmission towers are long-term exposed to the erosion of the natural environment and various load effects. Single-angle steel members are key components of transmission towers. In actual operation, due to the structural characteristics of single-angle steel members, their stability performance is easily affected. For example, in severe weather conditions such as strong winds and earthquakes, single-angle steel members may deform, become unstable, etc., thus affecting the safety and reliability of the entire transmission tower.
[0003] At present, there are many deficiencies in the reinforcement methods for single-angle steel members of transmission towers. Some traditional reinforcement methods add auxiliary components by welding or bolt connection, etc., but this method may cause damage to the original components, and the construction process is relatively complex, with high technical requirements for construction personnel. At the same time, the durability of some reinforcement devices is poor, and they cannot effectively improve the stability performance of single-angle steel members for a long time, making it difficult to meet the requirements of long-term stable operation of transmission towers. Therefore, it is of great practical significance to develop an efficient, reliable and simple-to-construct reinforcement device and implementation method for improving the stability performance of single-angle steel members of transmission towers. Summary of the Invention
[0004] In the prior art, there are many deficiencies in the reinforcement methods for single-angle steel members of transmission towers: traditional reinforcement methods add auxiliary components by welding or bolt connection, etc., which may cause damage to the original components, and the construction process is complex, with high technical requirements for construction personnel; the durability of some reinforcement devices is poor, and they cannot effectively improve the stability performance of single-angle steel members for a long time, making it difficult to meet the requirements of long-term stable operation of transmission towers.
[0005] The purpose of the present invention is to provide a reinforcement device and an implementation method for improving the stability performance of single-angle steel members of transmission towers, so as to solve the problems of poor reinforcement effect, complex construction and poor durability of single-angle steel members existing in the prior art.
[0006] Technical Solution
[0007] The reinforcement device of the present invention includes a single-angle steel member, reinforcement auxiliary materials, an outer sleeve reinforcement member, vulcanized rubber, steel strands, a steel strand deflector and a steel strand clamp. The reinforcement auxiliary materials are matched with the inner side of the single-angle steel member, and the outer sleeve reinforcement member is sleeved on the outside of the single-angle steel member and the reinforcement auxiliary materials. The vulcanized rubber is arranged at the gaps or defects at the joints of each component, used to fill the gaps and play a buffering and shock-absorbing role. The steel strands are tensioned on both the inside and outside by a light jack, a steel strand deflector is used at the outer corner of the single-angle steel member, and after tensioning, it is fixed with a steel strand clamp.
[0008] Based on the above technical solutions, the following further optimizations are made:
[0009] 1. The single-angle steel member and the reinforcement auxiliary materials are tightly connected through an outer reinforcement member. There is also a rubber connector on the outer side of the single-angle steel member, and its thickness is the same as that of the outer reinforcement member.
[0010] 2. The shape of the outer reinforcement member is adapted to the shape of the angle steel member. The material is high-strength alloy steel, and the thickness is [4 - 8] mm. The thickness range of the vulcanized rubber on the inner side of the outer reinforcement member is [1 - 3] mm.
[0011] 3. The material of the vulcanized rubber is selected from one or more of chloroprene rubber, nitrile rubber, or polyurethane rubber.
[0012] 4. The diameter of the steel strand is Φ[4 - 8] mm; the clamping force of the steel strand clamp is not less than the tensile force of the steel strand.
[0013] The selection of rubber hardness
[0014] The rubber hardness for connecting with steel is usually determined according to specific usage requirements and working conditions. Generally, it is more common to be between Shore A hardness of [40 - 90] degrees. In the present invention, the selection of the hardness of the vulcanized rubber needs to comprehensively consider the following factors:
[0015] 1. Buffering and shock absorption: During the operation of the transmission tower, the single-angle steel member may be impacted by external forces such as wind and earthquake. The rubber needs to have good elasticity to absorb vibration energy. Therefore, for shock absorption and buffering purposes, the rubber hardness is generally more suitable to be between Shore A [40 - 60] degrees. A lower hardness allows the rubber to generate a larger deformation when vibrating, thus effectively buffering the impact force and protecting the single-angle steel member from damage.
[0016] 2. Sealing performance: At the connection part of the reinforcement device, to ensure good sealing effect and prevent moisture, corrosive gases, etc. from entering the interior, the rubber hardness is usually around Shore A [60 - 80] degrees. If the hardness is too low, the rubber is easily extruded from the sealing gap and cannot achieve effective sealing; if the hardness is too high, it is difficult to adapt to the small deformation of the sealing surface, which will also affect the sealing performance.
[0017] 3. Long-term stability: To ensure that the reinforcement device can effectively improve the stability performance of the single-angle steel member for a long time, the rubber needs to have a certain hardness to maintain the structural stability. Usually, the hardness is around Shore A [70 - 90] degrees. A higher hardness can reduce the deformation of the rubber during long-term use and improve the long-term reliability of the device.
[0018] In practical applications, factors such as the connection method between rubber and steel, the temperature, humidity, and chemical media of the working environment also need to be considered for their impact on the hardness of rubber. For example, in a high-temperature environment, rubber will become soft, and in this case, rubber with a relatively high initial hardness may need to be selected; in an environment with chemical corrosive media, the hardness of rubber may also change, and it is necessary to select a suitable rubber material resistant to chemical corrosion and adjust the hardness to ensure that the reinforcement device can perform well under different working conditions.
[0019] Compared with the prior art, the advantages of the present invention are
[0020] 1. Enhanced stability: Through the cooperation of the outer sleeve reinforcement and the reinforcement auxiliary material, the overall stability of the single-angle steel member is effectively enhanced, and its load-bearing capacity is improved.
[0021] 2. Buffering and shock absorption: The use of vulcanized rubber can not only fill the gaps and defects at the joints of various components but also play a role in buffering and shock absorption, improving the durability of the device.
[0022] 3. Efficient tensioning: The tensioning of the steel strand can further improve the stability performance of the single-angle steel member, and through the setting of the steel strand deflector and the steel strand clamp, the arrangement and fixation of the steel strand are more convenient and reliable.
[0023] 4. Simple construction: The implementation method steps of the present invention are clear and simple, easy to operate, and cause less damage to the original member during construction. At the same time, through various inspections and tests, it can ensure that the reinforcement effect meets the design requirements. Description of the Drawings
[0024] Figure 1 It is a cross-sectional view of the reinforcement device for the single-angle steel member structure of the transmission tower.
[0025] Figure 2 It is Figure 1 The front axonometric view of the reinforcement device applied to the single-angle steel member structure of the transmission tower shown in
[0026] Figure 3 It is Figure 1 The back axonometric view of the reinforcement device applied to the single-angle steel member structure of the transmission tower shown in
[0027] Figure 4 It is the axonometric view of the outer sleeve reinforcement of the reinforcement device applied to the single-angle steel member structure of the transmission tower.
[0028] Figure 5 It is the side view of the outer sleeve reinforcement of the reinforcement device applied to the single-angle steel member structure of the transmission tower.
[0029] Figure 6 It is Figure 1The strand deflector of the reinforcement device applied to the single-angle steel member structure of the transmission tower.
[0030] Figure 7 For Figure 1 The strand of the reinforcement device applied to the single-angle steel member structure of the transmission tower.
[0031] Figure 8 For Figure 1 The strand clamp of the reinforcement device applied to the single-angle steel member structure of the transmission tower.
[0032] Figure 9 It is the vulcanized rubber pasted on the inner side of the outer jacket reinforcement for the reinforcement device of the single-angle steel member structure of the transmission tower.
[0033] In the figure: 1 single-angle steel member structure; 2 reinforcement auxiliary materials; 3 vulcanized rubber connecting piece; 4 outer jacket reinforcement; 5 strand deflector; 6 strand; 7 strand clamp; 8 vulcanized rubber on the inner side of the reinforcement. Specific implementation manner
[0034] To make the objectives, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are some, but not all, of the embodiments of the present application. All other embodiments obtained by those of ordinary skill in the art based on the embodiments in the present application without creative efforts shall fall within the scope of protection of the present application.
[0035] The following further elaborates on the embodiments of the present invention with reference to the accompanying drawings.
[0036] As Figures 1 to 9 Shown, the present invention provides a reinforcement device and an implementation method for improving the stability performance of the single-angle steel member of the transmission tower. The reinforcement device includes a single-angle steel member 1, reinforcement auxiliary materials 2, vulcanized rubber 3, an outer jacket reinforcement 4, a strand deflector 5, a strand 6, a strand clamp 7, and vulcanized rubber 8 on the inner side of the reinforcement.
[0037] Assembly of the reinforcement device
[0038] 1. Select components of appropriate specifications
[0039] According to the size and model of the single-angle steel member of the transmission tower, select single-angle steel members 1, reinforcement auxiliary materials 2, vulcanized rubber 3, outer sleeve reinforcement 4, steel strand deflector 5, steel strands 6, steel strand clamps 7 and the vulcanized rubber 8 inside the reinforcement. The shape of the outer sleeve reinforcement 4 is adapted to the outer shape of the angle steel member, the material is high-strength alloy steel, the thickness is [4-8] mm, and the thickness range of the vulcanized rubber 3 inside the outer sleeve reinforcement is [1-3] mm. The diameter of the steel strands 6 is Φ[4-8] mm, and the materials of the vulcanized rubbers 3 and 8 are selected from one or more of chloroprene rubber, nitrile rubber or polyurethane rubber.
[0040] 2. Install the reinforcement auxiliary materials
[0041] Install the reinforcement auxiliary materials 2 on the inner side of the single-angle steel member 1 to ensure tight fit between the two.
[0042] 3. Install the outer sleeve reinforcement
[0043] Paste a layer of vulcanized rubber 8 with a thickness of [1-3] mm on the inner side of the outer sleeve reinforcement 4, and then sleeve the outer sleeve reinforcement 4 on the outer sides of the single-angle steel member 1 and the reinforcement auxiliary materials 2 to connect it with the single-angle steel member 1 and the reinforcement auxiliary materials 2, and ensure firm connection through appropriate connection methods. At the same time, install a rubber connector 3 on the outer side of the single-angle steel member 1, and its thickness is the same as that of the outer sleeve reinforcement 4.
[0044] 4. Fill with vulcanized rubber
[0045] Fill the gaps or defects at the joints of each component with vulcanized rubber, and ensure that the vulcanized rubbers 3 and 8 are filled completely, without air bubbles or voids.
[0046] 5. Arrange the steel strands
[0047] According to actual needs, install the steel strand deflector 5 and arrange the steel strands 6 with a diameter of Φ[4-8] mm.
[0048] 6. Tension the steel strands
[0049] Tension the steel strands 6 on both the inner and outer sides through a light jack, and use the steel strand deflector 5 at the outer corner to ensure that the steel strands 6 can be smoothly tensioned to the appropriate position.
[0050] 7. Fix the steel strands
[0051] After the tensioning is completed, use the steel strand clamps 7 to fix the steel strands 6, and the clamping force of the steel strand clamps 7 is not less than the tensioning force of the steel strands 6.
[0052] The above are only specific embodiments of the present application, enabling those skilled in the art to understand or implement the present application. Various modifications to these embodiments will be obvious to those skilled in the art, and the general principles defined herein can be implemented in other embodiments without departing from the spirit or scope of the present application. Therefore, the present application will not be limited to the embodiments shown herein, but rather to the broadest scope consistent with the principles and novel features claimed herein.
Claims
1. A reinforcement device for improving the stability of a single angle steel member of a transmission tower, characterized in that: It includes a single angle steel component, reinforcement auxiliary materials, outer jacket reinforcement parts, vulcanized rubber, steel strands, steel strand diverters and steel strand clamps; the reinforcement auxiliary materials cooperate with the inner side of the single angle steel component; the outer jacket reinforcement parts are sleeved on the outer side of the single angle steel component and the reinforcement auxiliary materials; the vulcanized rubber is arranged at the gaps or defects at the connection between the components; the steel strands are tensioned on both the inside and outside by light jacks, and a steel strand diverter is arranged at the place where the outer side of the single angle steel component needs to be turned to change the tensioning direction of the steel strands, and the steel strand clamps are used to fix them after tensioning.
2. The reinforcement device according to claim 1, characterized in that: The single angle steel component is tightly connected to the reinforcement auxiliary material through the outer jacket reinforcement piece. A rubber connector is also provided on the outer side of the single angle steel component, and its thickness is the same as that of the outer jacket reinforcement piece.
3. The reinforcement device according to claim 1, characterized in that: The shape of the outer jacket reinforcement piece is adapted to the outer shape of the angle steel component. The outer jacket reinforcement piece is made of high-strength alloy steel with a thickness of [4-8] mm. The vulcanized rubber pasted on the inner side of the outer jacket reinforcement piece has a thickness range of [1-3] mm.
4. The reinforcement device according to claim 1, characterized in that: The vulcanized rubber is used to fill gaps and defects, and the material is selected from one or more of chloroprene rubber, nitrile rubber or polyurethane rubber.
5. The reinforcement device according to claim 1, characterized in that: The diameter of the steel strand is Φ[4-8] mm; the clamping force of the steel strand clamp is not less than the tensioning force of the steel strand.
6. A reinforcement device implementation method for improving the stability of a single angle steel component of a transmission tower, characterized in that: The following steps are involved: Determine the specific parts of the single angle steel component of the transmission tower that need to be reinforced, and install the reinforcement auxiliary materials on the inner side of the angle steel component; stick a layer of vulcanized rubber inside the outer reinforcement piece, and put it on the outer side of the single angle steel component and the reinforcement auxiliary materials; fill the connection between each component with vulcanized rubber; install the steel strand diverter, and arrange the steel strands, and tension the steel strands on both the inside and outside through light jacks; use steel strand clamps to fix the tensioned steel strands.
7. The implementation method according to claim 6, characterized in that: Before determining the specific parts that need to be reinforced, the single angle steel components of the transmission tower are inspected, including but not limited to appearance inspection and analysis.
8. The implementation method according to claim 6, characterized in that: During the installation of each component, perform a connection firmness check after each component is installed. The inspection method includes but is not limited to visual inspection.
9. The implementation method according to claim 6, characterized in that: After filling with vulcanized rubber, check the filling quality to ensure that the vulcanized rubber is fully filled without bubbles or gaps.
10. The implementation method according to claim 6, characterized in that: After completing the tension control of the steel strands, the test method is to load simulated external force test.