Power transmission line iron tower foundation
Through the combined structure of metal installation plates and floor piles, combined with the design of reinforcement and barbing plates, the problems of long construction cycle and insufficient stability of the tower foundation of the transmission line are solved, and the effect of rapid installation and improvement of stability is achieved.
Patent Information
- Application Number
- CN202421480346.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-26
- Publication Date
- 2025-04-29
- Estimated Expiration
- 2034-06-26
AI Technical Summary
The existing transmission line tower foundation has a long period of construction, making it difficult to respond quickly to emergencies such as natural disasters, and it is difficult to ensure stability under complex terrain and geological conditions.
The combined structure of metal mounting plates and floor piles is adopted, and the design of reinforcement and barbing plates can achieve rapid on-site assembly and installation, enhancing the stability and adaptability of the connection.
It has achieved rapid installation and improved stability of the tower foundation, adapted to different soil conditions, shortened the construction cycle, and improved the response ability in emergency situations.
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Figure CN222810064U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of electric power equipment, in particular to a transmission line iron tower foundation. Background Art
[0002] The power transmission line tower foundation is an important part of the power transmission line. Its function is to transfer the force of the tower on the foundation to the foundation smoothly and smoothly, so as not to cause instability. Especially for long-distance high-voltage transmission lines, because they pass through a wide area, the terrain and geological conditions are complex and diverse, it is more necessary to reasonably design the type of tower foundation to ensure the normal long-distance high-voltage transmission.
[0003] In the prior art, the power transmission line tower often adopts a cast-in-place pile foundation. This pile foundation is a columnar structure with the upper end fixed to the tower leg of the power transmission line tower and the lower end arranged in the original soil. When in use, the friction resistance between the pile foundation and the original soil is used to bear and transfer the load of the power transmission line tower. When building the pile foundation, it is necessary to drill a columnar hole, place steel bars in the drilled hole and pour concrete to form a pile foundation. However, during construction, drilling takes a certain amount of time, and then the concrete needs to be solidified after pouring. After several days of maintenance, the upper part can be continued to be built after its hardness is enhanced. The construction period is long, and the construction process requires a large number of different types of equipment. In the event of natural disasters such as earthquakes and mudslides, it is difficult to quickly repair the power lines when road transportation is difficult. Utility Model Content
[0004] The purpose of the utility model is to provide a transmission line tower foundation with a reasonable design to solve the defects and shortcomings of the prior art.
[0005] In order to achieve the above-mentioned purpose, the utility model adopts the following technical solutions: it comprises a metal mounting plate, on which a plurality of mounting bolts for connecting with the iron tower are evenly arranged, and on the upper and lower sides of the metal mounting plate, array reinforcements are respectively arranged, and the metal mounting plate is installed with a plurality of ground piles through the array reinforcements;
[0006] The array reinforcement members on the upper side of the metal mounting plate and the array reinforcement members on the lower side of the metal mounting plate are symmetrically arranged, each group of reinforcement members includes a reinforcement sleeve column connected to the metal mounting plate, and a plurality of triangular reinforcement rib plates are arranged along the circumference at the connection between the reinforcement sleeve column and the metal mounting plate, an annular limiting ring is connected to the upper end of the reinforcement sleeve column, a through hole matching the outer diameter of the ground pile is opened in the reinforcement sleeve column, a hole corresponding to the through hole in the reinforcement sleeve column is opened on the metal mounting plate, and the ground pile is movably inserted in the hole of the reinforcement sleeve column and the metal mounting plate;
[0007] An annular limiting block is fixed on the ground pile, an external thread is opened on the top of the ground pile, a nut is movably installed on the external thread, and the distance between the external thread and the limiting block matches the distance between two limiting rings symmetrically installed on the upper and lower sides of the metal mounting plate.
[0008] Preferably, a pointed head is provided at the bottom end of the ground pile.
[0009] Preferably, a plurality of barbed plates are installed on the ground piles, one end of the barbed plates is connected to a connecting column, a plurality of sliding grooves matching the shapes of the connecting columns are opened on the ground piles, the connecting columns are inserted into the sliding grooves, and both sides of the connecting columns are connected to the ground piles through a quick locking structure.
[0010] Preferably, the quick locking structure includes a movable groove opened on the side of the connecting column, a triangular column-shaped lock tongue is installed in the movable groove by rotating through a rotating shaft, a number of springs are arranged in the movable groove, one end of the spring is connected to the rear position of the lock tongue, and the other end of the spring is connected to the inner wall of the movable groove, and a card slot matching the shape of the lock tongue is opened in the sliding groove.
[0011] Preferably, a plurality of the barb plates are arranged in groups, each group of barb plates comprises a plurality of barb plates evenly arranged along the circumference of the ground pile, and the plurality of groups of barb plates are vertically arranged on the ground pile.
[0012] After adopting the above structure, the beneficial effects of the utility model are:
[0013] 1. This device uses metal mounting plates and ground piles, which can be quickly assembled on site for installation. No concrete pouring is required, and the installation speed is fast.
[0014] 2. This device uses reinforcements to strengthen the connection between the ground pile and the metal mounting plate, increasing the contact surface of the connection, thereby reducing local pressure and preventing deformation of the connection caused by excessive force.
[0015] 3. This device uses a modular design and can install barbed plates according to needs to cope with the soil in different regions. There is no need to install barbed plates when the soil is hard. Installing barbed plates in soft soil areas can enhance the stability of the tower foundation. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 It is a schematic diagram of the overall structure of the utility model;
[0017] Figure 2 It is a schematic diagram of the connection structure of the metal mounting plate in the utility model;
[0018] Figure 3 It is a schematic diagram of the structure of the ground pile in the utility model;
[0019] Figure 4It is a cross-sectional view of the utility model and a schematic diagram of the installation method of the barbed plate and the connecting plug;
[0020] Figure 5 It is a schematic diagram of the internal structure of the connecting plug column in the utility model.
[0021] Description of reference numerals:
[0022] 1. Metal mounting plate; 2. Reinforcement; 2-1. Reinforcement sleeve; 2-2. Reinforcement rib plate; 2-3. Limiting ring; 3. Ground pile; 4. External thread; 5. Limiting block; 6. Barb plate; 7. Connecting column; 8. Movable groove; 9. Rotating shaft; 10. Lock tongue; 11. Spring; 12. Sliding groove; 13. Card slot; 14. Mounting bolt. DETAILED DESCRIPTION
[0023] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0024] Embodiment 1:
[0025] See also Figure 1-Figure 3 As shown, this embodiment includes the following contents: a transmission line iron tower foundation, which includes a metal mounting plate 1, on which a plurality of mounting bolts 14 for connecting with the iron tower are evenly arranged, and array reinforcement members 2 are respectively arranged on the upper and lower sides of the metal mounting plate 1, and a plurality of ground piles 3 are installed on the metal mounting plate 1 through the array reinforcement members 2;
[0026] The array reinforcement members 2 on the upper side of the metal mounting plate 1 and the array reinforcement members 2 on the lower side of the metal mounting plate 1 are symmetrically arranged, each group of reinforcement members 2 includes a reinforcement sleeve 2-1 connected to the metal mounting plate 1, and a plurality of triangular reinforcement rib plates 2-2 are arranged along the circumference at the connection between the reinforcement sleeve 2-1 and the metal mounting plate 1, an annular limiting ring 2-3 is connected to the upper end of the reinforcement sleeve 2-1, a through hole matching the outer diameter of the ground pile 3 is opened in the reinforcement sleeve 2-1, a hole corresponding to the through hole in the reinforcement sleeve 2-1 is opened on the metal mounting plate 1, and the ground pile 3 is movably inserted in the hole of the reinforcement sleeve 2-1 and the metal mounting plate 1;
[0027] An annular limit block 5 is fixed on the ground pile 3, an external thread 4 is opened on the top of the ground pile 3, a nut is movably installed on the external thread 4, and the distance between the external thread 4 and the limit block 5 matches the distance between the two limit rings 2-3 symmetrically installed on the upper and lower sides of the metal mounting plate 1; a pointed head is provided at the bottom end of the ground pile 3.
[0028] By adopting the above technical solution, for the case of hard soil, during installation, the position is first determined according to the holes of the metal mounting plate 1, and then several ground piles 3 are nailed down into the ground in sequence according to the positions, so that the limit block 5 is flush with the ground. Due to the pointed head, the ground pile 3 can be easily nailed down. When the soil is hard or it is installed on a stone ground, the ground pile 3 can also be installed after drilling. Then, the metal mounting plate 1 is lifted and moved above the ground pile 3, so that the ground pile 3 is aligned with the hole of the reinforcement 2, and the metal mounting plate 1 is gradually lowered so that the ground pile 3 is inserted into the reinforcement 2, and then the ground pile 3 is lowered. After the limiting ring 2-3 in the square reinforcement 2 contacts the limiting block 5, the metal mounting plate 1 contacts the ground and transmits pressure, and then a nut is screwed onto the external thread 4 and tightened to fix the ground pile 3 to the metal mounting plate 1. During use, the metal mounting plate 1 and the ground pile 3 are reinforced by the reinforcing sleeve 2-1 to prevent the contact surface between the ground pile 3 and the metal mounting plate 1 from being too small, resulting in a large local pressure and causing the ground pile 3 to bend at the connection with the metal mounting plate 1. At the same time, the reinforcing rib plate 2-2 can increase the connection strength between the reinforcing sleeve 2-1 and the metal mounting plate 1.
[0029] Embodiment 2:
[0030] See also Figure 1-Figure 5 As shown, this embodiment includes the following contents: a transmission line iron tower foundation, which includes a metal mounting plate 1, on which a plurality of mounting bolts 14 for connecting with the iron tower are evenly arranged, and array reinforcement members 2 are respectively arranged on the upper and lower sides of the metal mounting plate 1, and a plurality of ground piles 3 are installed on the metal mounting plate 1 through the array reinforcement members 2;
[0031] The array reinforcement members 2 on the upper side of the metal mounting plate 1 and the array reinforcement members 2 on the lower side of the metal mounting plate 1 are symmetrically arranged, each group of reinforcement members 2 includes a reinforcement sleeve 2-1 connected to the metal mounting plate 1, and a plurality of triangular reinforcement rib plates 2-2 are arranged along the circumference at the connection between the reinforcement sleeve 2-1 and the metal mounting plate 1, an annular limiting ring 2-3 is connected to the upper end of the reinforcement sleeve 2-1, a through hole matching the outer diameter of the ground pile 3 is opened in the reinforcement sleeve 2-1, a hole corresponding to the through hole in the reinforcement sleeve 2-1 is opened on the metal mounting plate 1, and the ground pile 3 is movably inserted in the hole of the reinforcement sleeve 2-1 and the metal mounting plate 1;
[0032] An annular limit block 5 is fixed on the ground pile 3, an external thread 4 is formed on the top of the ground pile 3, a nut is movably mounted on the external thread 4, and the distance between the external thread 4 and the limit block 5 matches the distance between the two limit rings 2-3 symmetrically mounted on the upper and lower sides of the metal mounting plate 1, and a pointed head is provided at the bottom end of the ground pile 3;
[0033] Different from the first embodiment, the second embodiment further comprises the following features: a plurality of barbed plates 6 are installed on the ground pile 3, one end of the barbed plate 6 is connected to a connecting plug post 7, a plurality of sliding grooves 12 matching the shape of the connecting plug post 7 are opened on the ground pile 3, the connecting plug post 7 is inserted into the sliding grooves 12, and both sides of the connecting plug post 7 are connected to the ground pile 3 through a quick locking structure;
[0034] The quick locking structure includes a movable groove 8 opened on the side of the connecting column 7, a triangular column-shaped lock tongue 10 is rotatably installed in the movable groove 8 through a rotating shaft 9, a plurality of springs 11 are arranged in the movable groove 8, one end of the spring 11 is connected to the rear position of the lock tongue 10, and the other end of the spring 11 is connected to the inner wall of the movable groove 8, and a card slot 13 matching the shape of the lock tongue 10 is opened in the sliding groove 12;
[0035] A plurality of barb plates 6 are arranged in groups, each group of barb plates 6 includes a plurality of barb plates 6 evenly arranged along the circumference of the ground pile 3 , and the plurality of barb plates 6 are vertically arranged on the ground pile 3 .
[0036] By adopting the above technical scheme, in view of the situation that the soil is relatively soft, on the basis of the first embodiment, the barb plate 6 can be installed on the ground pile 3. During installation, it is only necessary to insert the connecting plug 7 into the sliding groove 12. During the insertion process, the front end of the lock tongue 10 is pressed and retracted into the movable groove 8, and the spring 11 is compressed at the same time. When inserted into place, the lock tongue 10 reaches the card slot 13, and the lock tongue 10 can pop out under the elastic force of the spring 11 and be stuck in the card slot 13 to prevent withdrawal, thereby connecting the barb plate 6 to the ground pile 3. After installing multiple barb plates 6 in sequence, the ground pile 3 can be nailed into the ground, and the installation can be completed by the method of the first embodiment. The barb plate 6 can increase the contact area between the ground pile 3 and the soil to prevent it from being pushed upward under pressure or tilting. At the same time, the metal mounting plate 1 can be pressed and evenly transmitted to the ground to reduce local pressure and prevent sinking.
[0037] It should be understood that the above specific embodiments of the present invention are only used to illustrate or explain the principles of the present invention, and do not constitute a limitation on the present invention. Therefore, any modifications, equivalent substitutions, improvements, etc. made without departing from the spirit and scope of the present invention should be included in the protection scope of the present invention. In addition, the claims attached to the present invention are intended to cover all changes and modifications that fall within the scope and boundaries of the attached claims, or within the equivalent forms of such scope and boundaries.
Claims
1. A transmission line iron tower foundation, comprising a metal mounting plate (1), on which a plurality of mounting bolts (14) for connecting to the iron tower are evenly arranged, characterized in that: The upper and lower sides of the metal mounting plate (1) are respectively provided with array reinforcement members (2), and the metal mounting plate (1) is installed with a plurality of ground piles (3) through the array reinforcement members (2); The array of reinforcement members (2) on the upper side of the metal mounting plate (1) and the array of reinforcement members (2) on the lower side of the metal mounting plate (1) are symmetrically arranged, each group of reinforcement members (2) comprises a reinforcement sleeve (2-1) connected to the metal mounting plate (1), and a plurality of triangular reinforcement rib plates (2-2) are arranged along the circumference at the connection between the reinforcement sleeve (2-1) and the metal mounting plate (1), the upper end of the reinforcement sleeve (2-1) is connected to an annular limiting ring (2-3), a through hole matching the outer diameter of the ground pile (3) is opened in the reinforcement sleeve (2-1), a hole corresponding to the through hole in the reinforcement sleeve (2-1) is opened on the metal mounting plate (1), and the ground pile (3) is movably inserted in the hole of the reinforcement sleeve (2-1) and the metal mounting plate (1); An annular limiting block (5) is fixed on the ground pile (3), an external thread (4) is formed on the top of the ground pile (3), a nut is movably mounted on the external thread (4), and the distance between the external thread (4) and the limiting block (5) matches the distance between two limiting rings (2-3) symmetrically mounted on the upper and lower sides of the metal mounting plate (1).
2. A power transmission line tower foundation according to claim 1, characterized in that: The bottom end of the ground pile (3) is provided with a pointed head.
3. A power transmission line tower foundation according to claim 2, characterized in that: A plurality of barbed plates (6) are installed on the ground pile (3), one end of the barbed plate (6) is connected to a connecting plug post (7), a plurality of sliding grooves (12) matching the shape of the connecting plug post (7) are opened on the ground pile (3), the connecting plug post (7) is inserted into the sliding groove (12), and both sides of the connecting plug post (7) are connected to the ground pile (3) through a quick locking structure.
4. A power transmission line tower foundation according to claim 3, characterized in that: The quick locking structure comprises a movable groove (8) provided on the side of the connecting plug column (7), a triangular column-shaped locking tongue (10) being rotatably installed in the movable groove (8) via a rotating shaft (9), a plurality of springs (11) being provided in the movable groove (8), one end of the spring (11) being connected to a rear position of the locking tongue (10), and the other end of the spring (11) being connected to the inner wall of the movable groove (8), and a card slot (13) matching the shape of the locking tongue (10) being provided in the sliding groove (12).
5. A power transmission line tower foundation according to claim 4, characterized in that: A plurality of the barbed plates (6) are arranged in groups, each group of barbed plates (6) comprises a plurality of barbed plates (6) evenly arranged along the circumference of the ground pile (3), and the plurality of barbed plates (6) are arranged vertically on the ground pile (3).