CN217150207U - Reinforced structure of power transmission tower pile foundation - Google Patents
Reinforced structure of power transmission tower pile foundation Download PDFInfo
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- CN217150207U CN217150207U CN202220645906.9U CN202220645906U CN217150207U CN 217150207 U CN217150207 U CN 217150207U CN 202220645906 U CN202220645906 U CN 202220645906U CN 217150207 U CN217150207 U CN 217150207U
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- subsiding
- backup pad
- panel
- pile foundation
- transmission tower
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Abstract
The utility model belongs to the technical field of electric tower pile foundation reinforcement, in particular to a reinforcing structure of a power transmission tower pile foundation, which comprises a clamping plate component, wherein the clamping plate component comprises a pile body reinforcing panel, an upper supporting plate, a lower supporting plate, a plurality of anti-settling devices and an anti-settling supporting plate; the panel is consolidated to the stake body is formed by two Contraband font panel combinations, backup pad and lower backup pad on the upper and lower both ends fixedly connected with of panel is consolidated to the stake body, a plurality of prevents that the device of subsiding all includes prevents subsiding the main part and prevents subsiding the boss, prevent subsiding the boss and cup joint and fix in preventing subsiding the main part, a plurality of prevents that the device of subsiding evenly fixes in preventing subsiding the backup pad, prevent subsiding backup pad and lower backup pad fixed connection, go up the backup pad, the panel is consolidated to the stake body, the backup pad down, prevent subsiding the backup pad, prevent subsiding the device from last fixed connection in proper order downwards. The utility model discloses possess the advantage of effectively solving the current reinforced structure installation of power transmission tower pile foundation inconvenience, the complicated problem of structure.
Description
Technical Field
The utility model belongs to the technical field of electric tower stake foundation reinforcement, specifically indicate a reinforced structure of transmission tower stake basis.
Background
The power transmission tower is a high-rise structure, is very sensitive to inclined deformation, has high requirements on uneven settlement of a foundation, and a common structural form of the power transmission tower foundation comprises an independent foundation, an enlarged foundation and a pile foundation, wherein the pile foundation is a deep foundation which is connected into a whole by the tops of a plurality of piles through a bearing platform and bears dynamic and static loads together, and the piles are vertical or inclined foundation members arranged in soil.
SUMMERY OF THE UTILITY MODEL
For solving the problem that exists among the above-mentioned prior art, the utility model provides a reinforced structure of transmission tower pile foundation adopts, has possessed simple to operate, simple structure can consolidate pile body itself and reduce the advantage of the inhomogeneous settlement of ground to the harmful effects that the building caused.
The reinforcing structure of the power transmission tower pile foundation comprises a clamping plate assembly, wherein the clamping plate assembly comprises a pile body reinforcing panel 1, an upper supporting plate 2, a lower supporting plate 3, a plurality of anti-settling devices 8 and anti-settling supporting plates 9; pile body reinforcement panel 1 is formed by two Contraband font panel combinations, backup pad 2 and lower backup pad 3 are gone up to pile body reinforcement panel 1's upper and lower both ends fixedly connected with, a plurality of prevent subsiding device 8 and all including preventing subsiding main part 10 and preventing subsiding boss 14, prevent subsiding boss 14 and cup joint and fix on preventing subsiding main part 10, a plurality of prevent subsiding device 8 and evenly fix prevent subsiding on the backup pad 9, prevent subsiding backup pad 9 with 3 fixed connection of backup pad down, go up backup pad 2, pile body reinforcement panel 1, lower backup pad 3, prevent subsiding backup pad 9 prevent subsiding main part 10 from the top down and connect gradually.
Through above-mentioned technical scheme, form the pile body by two Contraband font panel combinations and consolidate the panel, and prevent subsiding the device at the lower extreme fixedly connected with of pile body reinforcement panel, effectively solved the most inconvenient, the complicated problem of structure of the mounting structure of the transmission tower pile foundation in the existing market for the mounting structure of electric tower pile foundation can be more convenient.
Preferably, two Contraband font panels are all provided with connecting plate 5, and two Contraband font panels pass through connecting plate 5 fixed connection.
Through above-mentioned technical scheme, two Contraband font panels pass through connecting plate 5 fixed connection, can make the reinforced structure installation of electric tower stake basis can be simple more convenient.
Preferably, the connecting plate 5 is provided with a connecting hole, and the connecting plate is fixedly connected by a bolt 6 penetrating through the connecting hole.
Through the technical scheme, the two Contraband-shaped panels are connected through the connecting plates by bolts, so that the reinforcing structure of the electric tower pile foundation is simpler and more convenient to install, and the maintenance and the disassembly are easier.
Preferably, a strong supporting rib plate 4 is arranged between the upper supporting plate 2 and the lower supporting plate 3, the strong supporting rib plate 4 is uniformly fixed on the outer surface of the pile body reinforcing panel 1, and the upper end and the lower end of the strong supporting rib plate 4 are respectively fixed on the upper supporting plate 2 and the lower supporting plate 3.
Through the technical scheme, the supporting strong rib plates are uniformly arranged on the outer surface of the pile body reinforcing panel, so that the pile body reinforcing panel can improve the mechanical strength, and the electric tower reinforcing effect is better.
Preferably, any two adjacent anti-settling main bodies 10 are provided with a pre-connecting locking rod 13 and a locking hoop 11 therebetween, the locking hoop 11 is fixed at two ends of the pre-connecting locking rod 13, and the locking hoop 11 is matched with the anti-settling main bodies 10.
Preferably, the two locking hoops 11 matched with the anti-settling main body 1 are fixedly connected through locking hoop connecting bolts 12.
Through the technical scheme, the pre-connecting locking rods are arranged between the two adjacent anti-settling devices and are fixed by the locking hoops, so that the anti-settling devices can be more stable and firmer.
Preferably, a connection reinforcing rod 15 is arranged between two adjacent pre-connection locking rods 13.
Through the technical scheme, the two pre-connecting locking rods are provided with the connecting reinforcing rods, so that the pre-connecting locking rods are fixed more firmly and firmly.
Adopt above-mentioned structure the utility model discloses the beneficial effect who gains as follows: form the pile body by two Contraband font panel combinations and consolidate the panel, and set up the strong gusset of support at the surface of pile body reinforcement panel, prevent subsiding the device at the lower extreme fixedly connected with of pile body reinforcement panel simultaneously, it is inconvenient, the structure is complicated to have effectively solved the most installation of the reinforced structure on the transmission tower pile basis in the existing market, can consolidate pile body itself and reduce the harmful effects that the differential settlement of ground caused the building.
Drawings
Fig. 1 is a schematic view of the overall structure of a reinforcing structure of a power transmission tower pile foundation according to the present invention;
fig. 2 is another angle structure schematic diagram of the utility model relates to a reinforced structure of transmission tower pile foundation.
Wherein, 1, pile body reinforces the faceplate; 2. an upper supporting plate; 3. a lower supporting plate; 4. supporting the strong rib plate; 5. a connecting plate; 6. a high-strength connecting bolt; 7. reinforcing rib plates; 8. an anti-settling device; 9. an anti-settling support plate; 10. an anti-settling body; 11. locking the anchor ear; 12. locking the hoop connecting bolt; 13. pre-connecting a locking rod; 14. anti-settling bosses; 15 connecting the reinforcing rods.
Detailed Description
In order to make the technical solution of the present invention better understood, the present invention is further described in detail with reference to the accompanying drawings and specific embodiments, which are only used for illustrating the present invention and are not used for limiting the scope of the present invention.
Referring to fig. 1 and 2, the reinforcing structure of the pile foundation of the power transmission tower comprises a clamping plate assembly, wherein the clamping plate assembly comprises a pile body reinforcing panel 1, an upper supporting plate 2, a lower supporting plate 3, a plurality of anti-settling devices 8 and anti-settling supporting plates 9; pile body reinforcing panel 1 is formed by two Contraband font panel combinations, backup pad 2 and lower backup pad 3 are gone up to pile body reinforcing panel 1's upper and lower both ends fixedly connected with, a plurality of prevents subsiding device 8 and all prevents subsiding main part 10 and prevent subsiding boss 14, prevent subsiding boss 14 and cup joint and fix on preventing subsiding main part 10, a plurality of prevents subsiding main part 10 and evenly fixes on preventing subsiding backup pad 9, prevent subsiding backup pad 9 and 3 fixed connection of lower backup pad, go up backup pad 2, pile body reinforcing panel 1, lower backup pad 3, prevent subsiding backup pad 9, prevent subsiding main part 10 from last fixed connection in proper order downwards.
With continued reference to FIG. 1, two Contraband-shaped panels are each provided with a web 5, and two Contraband-shaped panels are fixedly connected by the web 5. The connecting plate 5 is provided with a plurality of connecting threaded holes, and two Contraband-shaped panels are fixedly connected through the connecting holes by bolts 6 matched with the connecting threaded holes to form two closed reinforced structures. In order to make pile body reinforcement panel 1, have better reinforcement effect, be provided with between last fagging 2 and lower fagging 3 and support strong gusset 4, support strong gusset 4 and evenly fix at pile body reinforcement panel 1 surface, support strong gusset 4 and pile body reinforcement panel 1's surface mutually perpendicular, support strong gusset 4 about both ends be fixed in respectively on fagging 2 and lower fagging 3, support strong gusset 4 and be close to the position ratio of fagging down and wider, form the trapezium structure. In order to make the whole structure more firm and stable, reinforcing rib plates 7 are fixedly arranged at four corners of the connection of the lower supporting plate 3 and the anti-sedimentation supporting plate 9.
Example 2
Referring to fig. 1 and 2, the reinforcing structure of the pile foundation of the power transmission tower comprises a clamping plate assembly, wherein the clamping plate assembly comprises a pile body reinforcing panel 1, an upper supporting plate 2, a lower supporting plate 3, a plurality of anti-settling devices 8 and anti-settling supporting plates 9; pile body reinforcing panel 1 is formed by two Contraband font panel combinations, backup pad 2 and lower backup pad 3 are gone up to pile body reinforcing panel 1's upper and lower both ends fixedly connected with, a plurality of prevents subsiding device 8 and all prevents subsiding main part 10 and prevent subsiding boss 14, prevent subsiding boss 14 and cup joint and fix on preventing subsiding main part 10, a plurality of prevents subsiding device 8 and evenly fixes on preventing subsiding backup pad 9, prevent subsiding backup pad 9 and 3 fixed connection of lower backup pad, go up backup pad 2, pile body reinforcing panel 1, lower backup pad 3, prevent subsiding backup pad 9, prevent subsiding main part 10 from last fixed connection in proper order downwards.
With continued reference to FIG. 1, two Contraband-shaped panels are each provided with a web 5, and two Contraband-shaped panels are fixedly connected by the web 5. The connecting plate 5 is provided with a plurality of connecting threaded holes, and two Contraband-shaped panels are fixedly connected through the connecting holes by bolts 6 matched with the connecting threaded holes to form two closed reinforced structures. In order to make pile body reinforcement panel 1, have better reinforcing effect, be provided with between last fagging 2 and lower backup pad 3 and support strong gusset 4, support strong gusset 4 and evenly fix at pile body reinforcement panel 1 surface, support strong gusset 4 about both ends be fixed in fagging 2 and lower backup pad 3 respectively, support strong gusset 4 and be close to the position of backup pad down than wider, form the trapezium structure. In order to make the whole structure more firm and stable, reinforcing rib plates 7 are fixedly arranged at four corners of the connection of the lower supporting plate 3 and the anti-settling supporting plate 9 and are in a cross shape.
With reference to fig. 1, in order to make the anti-settling main bodies 10 more stable, a pre-connecting locking rod 13 and locking hoops 11 are arranged between any two adjacent anti-settling devices 8, the locking hoops 11 are fixed at two ends of the pre-connecting locking rod 13, and the locking hoops 11 are matched with the anti-settling main bodies 10. Two locking hoops 11 matched with the anti-settling main body 1 are fixedly connected through locking hoop connecting bolts 12. In order to make the anti-settling main body 10 more firm and stable, a connection reinforcing rod 15 is arranged between two adjacent pre-connection locking rods 13, and two ends of the connection reinforcing rod 15 are respectively fixed at the connecting included angle of the two adjacent pre-connection locking rods 13.
Example 3
Referring to fig. 1 and 2, the device is installed on a power transmission tower pile foundation to be reinforced, the whole device is divided into two components and connected through bolts, firstly, two groups of pile body reinforcing panels 1 are attached to the pile bodies in a foundation pit of the power transmission tower pile foundation, two groups of connecting plates 5 are connected through two groups of high-strength connecting bolts 6, the two groups of devices are tightly connected to protect and reinforce the pile bodies and reduce the corrosion of the pile bodies, the arrangement of the supporting strong rib plates 4 improves the whole strength of the device, the device is ensured not to deform after being buried in a soil body, the locking hoop 11 and the pre-connecting locking rod 13 are connected and locked on the anti-settling main body 10 through the locking hoop connecting bolt 12, at the moment, the two groups of anti-settling devices 8 are connected into a whole to better support the pile bodies, the anti-settling main body 10 is inserted into a foundation, when soil loosens and the pile foundation settles, the anti-settling boss 14 is tightly pressed on the foundation to support the foundation, so that the settling effect of the pile foundation is reduced, the pre-connecting locking rod 13 is provided with the connecting reinforcing rod 15 to form a stable triangular frame structure, and the stability of the whole device and the pile body is improved.
The present invention and the embodiments thereof have been described above, but the description is not limited thereto, and the embodiment shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. In summary, those skilled in the art should understand that they should not be limited to the embodiments described above, and that they can design the similar structure and embodiments without departing from the spirit of the invention.
Claims (7)
1. The utility model provides a reinforced structure of transmission tower pile foundation, includes the splint subassembly, its characterized in that: the clamping plate assembly comprises a pile body reinforcing panel (1), an upper supporting plate (2), a lower supporting plate (3), a plurality of anti-settling devices (8) and anti-settling supporting plates (9); pile body reinforcement panel (1) is formed by two Contraband font panel combinations, backup pad (2) and lower backup pad (3) are gone up to the upper and lower both ends fixedly connected with of pile body reinforcement panel (1), and is a plurality of prevent subsiding device (8) all including preventing subsiding main part (10) and preventing subsiding boss (14), prevent subsiding boss (14) and cup joint and fix on preventing subsiding main part (10), a plurality of prevent subsiding main part (10) and evenly fix prevent subsiding on backup pad (9), prevent subsiding backup pad (9) with backup pad (3) fixed connection down, go up backup pad (2), pile body reinforcement panel (1), lower backup pad (3), prevent subsiding backup pad (9) prevent subsiding device (8) from the last fixed connection in proper order downwards.
2. The reinforced structure of a transmission tower pile foundation of claim 1, wherein: contraband font panel both sides limit all is provided with the connecting plate, the upper and lower both ends of connecting plate are fixed in respectively go up fagging (2) with fagging (3) down, two Contraband font panels pass through connecting plate (5) fixed connection and form pile body and consolidate panel (1).
3. The reinforcing structure of a power transmission tower pile foundation according to claim 2, wherein: the connecting plate (5) is provided with a connecting hole, and the connecting plate (5) penetrates through the connecting hole by a bolt to be fixedly connected.
4. The reinforcing structure of a power transmission tower pile foundation according to claim 1, wherein: a plurality of strong supporting rib plates (4) are arranged between the upper supporting plate (2) and the lower supporting plate (3), and the strong supporting rib plates (4) are uniformly arranged on the outer surface of the pile body reinforcing panel (1).
5. The reinforcing structure of a power transmission tower pile foundation according to claim 1, wherein: two adjacent prevent subsiding and be equipped with between main part (10) and connect check lock pole (13), locking staple bolt (11) in advance, locking staple bolt (11) are fixed in connect check lock pole (13) both ends in advance, just locking staple bolt (11) with prevent subsiding main part (10) and mutually support.
6. The reinforced structure of a transmission tower pile foundation of claim 5, wherein: the anti-settling main body (10) is fixedly connected with the two locking hoops (11) through locking hoop connecting bolts (12).
7. The reinforcing structure of a power transmission tower pile foundation according to claim 5, wherein: a connecting reinforcing rod (15) is arranged between two adjacent pre-connecting locking rods (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220645906.9U CN217150207U (en) | 2022-03-22 | 2022-03-22 | Reinforced structure of power transmission tower pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220645906.9U CN217150207U (en) | 2022-03-22 | 2022-03-22 | Reinforced structure of power transmission tower pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217150207U true CN217150207U (en) | 2022-08-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220645906.9U Active CN217150207U (en) | 2022-03-22 | 2022-03-22 | Reinforced structure of power transmission tower pile foundation |
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| Country | Link |
|---|---|
| CN (1) | CN217150207U (en) |
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2022
- 2022-03-22 CN CN202220645906.9U patent/CN217150207U/en active Active
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