CN219012126U - Wind-resistant electric power iron tower - Google Patents
Wind-resistant electric power iron tower Download PDFInfo
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- CN219012126U CN219012126U CN202223567962.4U CN202223567962U CN219012126U CN 219012126 U CN219012126 U CN 219012126U CN 202223567962 U CN202223567962 U CN 202223567962U CN 219012126 U CN219012126 U CN 219012126U
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 105
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 53
- 239000004568 cement Substances 0.000 claims description 52
- 239000002689 soil Substances 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 239000004567 concrete Substances 0.000 claims description 2
- 230000000712 assembly Effects 0.000 claims 2
- 238000000429 assembly Methods 0.000 claims 2
- 230000000694 effects Effects 0.000 abstract description 17
- 230000005484 gravity Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 150000002505 iron Chemical class 0.000 description 1
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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
- Y02E10/72—Wind turbines with rotation axis in wind direction
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Abstract
The utility model relates to the technical field of electric power iron towers, in particular to an anti-wind electric power iron tower, wherein the gravity center position of the iron tower is reduced, the stability of the whole structure of the lower part of the iron tower is higher, and the anti-wind effect of the iron tower is further improved; the device comprises an upper rod body, first square frames and transverse frames, wherein the top ends of four groups of upper rod bodies are provided with mounting platforms, the transverse frames are arranged on the mounting platforms, and the first square frames are respectively sleeved on the outer side walls of the four groups of upper rod bodies at equal intervals up and down; the four groups of support rods are connected with the top ends of the four groups of upper rod bodies respectively, the bottom ends of the four groups of support rods are connected with the top ends of the four groups of lower rod bodies respectively, the four groups of support rods are arranged to be inclined in opposite directions, the two groups of second square frames are sleeved on the outer side walls of the upper portion and the lower portion of the four groups of lower rod bodies respectively, the distance between the four groups of lower rod bodies is larger than the distance between the four groups of upper rod bodies, and the four groups of upper rod bodies are concentrically located above the four groups of lower rod bodies through the support of the four groups of support rods.
Description
Technical Field
The utility model relates to the technical field of electric power iron towers, in particular to an anti-wind electric power iron tower.
Background
The transmission line iron towers are tower-shaped buildings for transmission, and are structurally characterized in that various towers are of a space truss structure, and rod pieces mainly consist of single equilateral angle steel or combined angle steel, and the stability of the iron towers is affected by strong wind weather, so that the improvement of the wind resistance of the iron towers is particularly important;
at present in prior art CN202022030347.4, this electric power iron tower includes the pre-buried stand of reinforced concrete, foundation pillar and body of a tower pillar, the pre-buried stand of bottom fixedly connected with of foundation pillar, the top fixedly connected with foundation kicking block of foundation pillar, the top of foundation kicking block is provided with body of a tower bottom piece, the top fixedly connected with body of a tower pillar of body of a tower bottom piece, the top rotation of the pre-buried stand of reinforced concrete is connected with the screw rod, the outer end threaded connection of screw rod has the sliding block, the top and the bottom of sliding block are all rotated and are connected with the connecting strip, but the supporting stability of the foundation pillar of this iron tower to the body of a tower pillar is relatively poor, is unfavorable for the weather of the countermeasure against strong wind to through pre-buried stand to the location effect singleness of body of a tower pillar, reduced the holistic anti-wind effect of iron tower.
Disclosure of Invention
In order to solve the technical problems, the utility model provides the wind-resistant electric iron tower, which has the advantages that the gravity center position of the iron tower is reduced, the stability of the whole structure of the lower part of the iron tower is higher, and the wind-resistant effect of the iron tower is further improved.
The utility model relates to an anti-wind type electric iron tower, which comprises an upper rod body, first square frames and transverse frames, wherein the top ends of four groups of upper rod bodies are provided with mounting platforms, the transverse frames are arranged on the mounting platforms, and the first square frames are respectively sleeved on the outer side walls of the four groups of upper rod bodies at equal intervals up and down; the four groups of support rods are respectively connected with the top ends of the four groups of upper rod bodies, the bottom ends of the four groups of support rods are respectively connected with the top ends of the four groups of lower rod bodies, the four groups of support rods are respectively arranged to be inclined in opposite directions, the two groups of second square frames are respectively sleeved on the outer side walls of the upper part and the lower part of the four groups of lower rod bodies, the distance between the four groups of lower rod bodies is larger than the distance between the four groups of upper rod bodies, the four groups of upper rod bodies are concentrically arranged above the four groups of lower rod bodies through the support of the four groups of support rods, and the support assembly is arranged at the lower part of the four groups of lower rod bodies and is used for supporting and fixing the four groups of lower rod bodies; fix supporting component subaerial, afterwards be connected four sets of lower body of rod bottom and supporting component top, make supporting component support the location to lower body of rod bottom, simultaneously support the front, back, left and right four directions of lower body of rod respectively through supporting component, thereby improve the holistic anti-wind effect of iron tower, through setting up the first square frame of multiunit, improve the structural stability between the body of rod on four sets of, through setting up two sets of second square frames, improve the structural stability between the body of rod under four sets of, because the interval between the body of rod is greater than the interval between the body of rod on four sets of lower body of rod under four sets of rod, and the body of rod is concentric with the body of rod sets up under four sets of rod under four sets of, consequently, iron tower focus position reduces, the lower part overall structure stability of iron tower is higher, the body of rod can carry out steady support to the body of rod on four sets of rod under four sets of rod, further improve the anti-wind effect of iron tower.
Preferably, the supporting component comprises a cement platform, four groups of U-shaped pieces, four groups of connecting shafts, four groups of connecting arms and four groups of cement columns, wherein the bottom ends of the four groups of lower rod bodies are connected with the top ends of the cement platform, the cement platform is buried in the ground soil, the four groups of U-shaped pieces are respectively circumferentially arranged on the outer side wall of the second square frame at the upper part, the four groups of connecting shafts are respectively rotatably arranged on the four groups of U-shaped pieces, the top ends of the four groups of connecting arms are respectively sleeved on the outer side wall of the four groups of connecting shafts, the bottom ends of the four groups of connecting arms are respectively connected with the top ends of the four groups of cement columns, and the four groups of cement columns are buried in the ground soil; four sets of cement posts support four directions of lateral part through four sets of linking arms to upper portion second square frame respectively, make upper portion second square frame support four sets of lower body of rod to improve the effect of iron tower resistance different direction strong wind, support the lower body of rod respectively through four sets of cement posts, when cement platform takes place not hard up, accessible four sets of cement posts carry out stability support to four sets of lower body of rod, avoid the fixed singleness of iron tower, improve the reliability of iron tower stable use.
Preferably, the cement platform further comprises a plurality of groups of top plates, a plurality of groups of inserted bars and a plurality of groups of first barbed nails, wherein the bottom ends of the plurality of groups of top plates are respectively connected with the top ends of the plurality of groups of inserted bars, a plurality of groups of through holes are formed in the cement platform, the plurality of groups of inserted bars respectively penetrate through the plurality of groups of through holes of the cement platform, the lower parts of the plurality of groups of inserted bars extend into the ground soil, the plurality of groups of top plates are respectively positioned at the top ends of the cement platform, and the plurality of groups of first barbed nails are respectively circumferentially arranged on the outer side walls of the plurality of groups of inserted bars; the lower parts of the plurality of groups of inserting rods respectively penetrate through the plurality of groups of through holes of the cement platform to extend into the ground soil, so that the cement platform is reinforced by the plurality of groups of inserting rods, the supporting stability of the cement platform to the four groups of lower rod bodies is improved, the overall wind resistance intensity of the iron tower is improved, the positioning effect of the plurality of groups of inserting rods is improved by arranging the plurality of groups of first barbed nails, and the fixing firmness of the plurality of groups of inserting rods to the cement platform is improved.
Preferably, the cement column further comprises a plurality of groups of second barbed nails, wherein the plurality of groups of second barbed nails are circumferentially arranged on the outer side walls of the four groups of cement columns respectively; through setting up multiunit second barbed nail, improve multiunit cement post and imbed the positioning effect in the soil, improve the supporting stability of four sets of cement posts to four sets of linking arms.
Preferably, the device further comprises a plurality of groups of side plates, wherein the upper ends and the lower ends of the plurality of groups of side plates are respectively connected with the outer side walls of the two groups of second square frames, and each two groups of side plates are respectively arranged in a central crossing manner; through setting up multiunit curb plate, improve the structural stability between two sets of second square frames to improve the structural strength between the body of rod under four sets of.
Preferably, the support rod further comprises a reinforcing plate, wherein the reinforcing plate is sleeved on the outer side walls of the four groups of support rods; through setting up the reinforcing plate, improve the structural stability between four groups of bracing pieces, improve the supporting stability of four groups of bracing pieces to four groups of upper rod bodies.
Preferably, the four groups of upper rod bodies, the four groups of support rods and the four groups of lower rod bodies are all cylindrical; as the cylindrical stress is uniform, the use strength of the tower body can be improved, and the condition that the tower body is deformed by strong wind weather is reduced.
Preferably, the device also comprises an inclination sensor, wherein the inclination sensor is arranged on the mounting platform at the upper parts of the four groups of upper rod bodies; when the iron tower is inclined, the iron tower is measured through the inclination sensor, so that personnel can maintain the iron tower in time.
Compared with the prior art, the utility model has the beneficial effects that: fix supporting component subaerial, afterwards be connected four sets of lower body of rod bottom and supporting component top, make supporting component support the location to lower body of rod bottom, simultaneously support the front, back, left and right four directions of lower body of rod respectively through supporting component, thereby improve the holistic anti-wind effect of iron tower, through setting up the first square frame of multiunit, improve the structural stability between the body of rod on four sets of, through setting up two sets of second square frames, improve the structural stability between the body of rod under four sets of, because the interval between the body of rod is greater than the interval between the body of rod on four sets of lower body of rod under four sets of rod, and the body of rod is concentric with the body of rod sets up under four sets of rod under four sets of, consequently, iron tower focus position reduces, the lower part overall structure stability of iron tower is higher, the body of rod can carry out steady support to the body of rod on four sets of rod under four sets of rod, further improve the anti-wind effect of iron tower.
Drawings
FIG. 1 is a schematic illustration of an axially measured structure of the present utility model;
FIG. 2 is a schematic diagram of a partial structure of an upper rod connected with a first square frame and the like;
FIG. 3 is a schematic illustration of a second block connected to a U-shaped member or the like;
FIG. 4 is a schematic illustration of a partial structure of a connection arm and a concrete column or the like;
FIG. 5 is a schematic illustration of a partial axial structure of a connection of a plunger with a first barbed nail or the like;
the reference numerals in the drawings: 1. an upper rod body; 2. a first block; 3. a cross frame; 4. a support rod; 5. a lower rod body; 6. a second block; 7. a support assembly; 8. a cement platform; 9. a U-shaped piece; 10. a connecting shaft; 11. a connecting arm; 12. a cement column; 13. a top plate; 14. a rod; 15. a first barbed nail; 16. a second barbed nail; 17. a side plate; 18. a reinforcing plate; 19. a tilt sensor.
Detailed Description
In order that the utility model may be readily understood, a more complete description of the utility model will be rendered by reference to the appended drawings. This utility model may be embodied in many different forms and is not limited to the embodiments described herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete.
Example 1
The top ends of the four groups of upper rod bodies 1 are provided with mounting platforms, the transverse frames 3 are arranged on the mounting platforms, the groups of first square frames 2 are respectively sleeved on the outer side walls of the four groups of upper rod bodies 1 at equal intervals up and down, the top ends of the four groups of support rods 4 are respectively connected with the bottom ends of the four groups of upper rod bodies 1, the bottom ends of the four groups of support rods 4 are respectively connected with the top ends of the four groups of lower rod bodies 5, the four groups of support rods 4 are respectively arranged at opposite inclination angles, the two groups of second square frames 6 are respectively sleeved on the outer side walls of the upper and lower parts of the four groups of lower rod bodies 5, the distance between the four groups of lower rod bodies 5 is larger than the distance between the four groups of upper rod bodies 1, the four groups of upper rod bodies 1 are concentrically arranged above the four groups of lower rod bodies 5 through the support of the four groups of support rods 4, the support assembly 7 is arranged at the lower part of the four groups of lower rod bodies 5, and the support assembly 7 is used for supporting and fixing the four groups of lower rod bodies 5; fix supporting component 7 subaerial, afterwards be connected four sets of lower body of rod 5 bottom and supporting component 7 top, make supporting component 7 to lower body of rod 5 bottom support location, simultaneously respectively to the front, back, left and right four direction supports of lower body of rod 5 through supporting component 7, thereby improve the holistic anti-wind effect of iron tower, through setting up multiunit first square frame 2, improve the structural stability between the body of rod 1 on four sets of, through setting up two sets of second square frames 6, improve the structural stability between the body of rod 5 under four sets of, because the interval between the body of rod 5 is greater than the interval between the body of rod 1 on four sets of lower body of rod 5 under four sets of, and the concentric setting of body of rod 1 and four sets of lower body of rod 5, consequently iron tower focus position reduces, the lower part overall structure stability of iron tower is higher, the body of rod 1 can be gone up to four sets of lower body of rod 5 and carry out stable support, further improve the anti-wind effect of iron tower.
Example 2
The top ends of the four groups of upper rod bodies 1 are provided with mounting platforms, the crossbearers 3 are arranged on the mounting platforms, the groups of first square frames 2 are respectively sleeved on the outer side walls of the four groups of upper rod bodies 1 at equal intervals up and down, the top ends of the four groups of support rods 4 are respectively connected with the bottom ends of the four groups of upper rod bodies 1, the bottom ends of the four groups of support rods 4 are respectively connected with the top ends of the four groups of lower rod bodies 5, the four groups of support rods 4 are respectively arranged at opposite inclination angles, the two groups of second square frames 6 are respectively sleeved on the outer side walls of the upper part and the lower part of the four groups of lower rod bodies 5, the distance between the four groups of lower rod bodies 5 is larger than the distance between the four groups of upper rod bodies 1, the four groups of upper rod bodies 1 are concentrically arranged above the four groups of lower rod bodies 5 through the support of the four groups of support rods 4, the bottom ends of the four groups of lower rod bodies 5 are respectively connected with the top ends of the cement platform 8, the cement platform 8 is embedded into the ground soil, the four groups of U-shaped pieces 9 are respectively circumferentially arranged on the outer side walls of the upper second square frames 6, the four groups of connecting shafts 10 are respectively rotatably arranged on the four groups of U-shaped components 9, the top ends of the four groups of connecting arms 11 are respectively sleeved on the outer side walls of the four groups of connecting shafts 10, the bottom ends of the four groups of connecting arms 11 are respectively connected with the top ends of the four groups of cement columns 12, the four groups of cement columns 12 are buried in the ground soil, the bottom ends of the multiple groups of top plates 13 are respectively connected with the top ends of the multiple groups of inserting rods 14, multiple groups of through holes are arranged on the cement platform 8, the multiple groups of inserting rods 14 respectively penetrate through the multiple groups of through holes of the cement platform 8, the lower parts of the multiple groups of inserting rods 14 respectively extend into the ground soil, the multiple groups of top plates 13 are respectively positioned at the top ends of the cement platform 8, multiple groups of first barbed nails 15 are respectively circumferentially arranged on the outer side walls of the multiple groups of inserting rods 14, multiple groups of second barbed nails 16 are respectively circumferentially arranged on the outer side walls of the four groups of cement columns 12, the upper ends and lower ends of the multiple groups of side plates 17 are respectively connected with the outer side walls of the two groups of second square frames 6, and wherein every two groups of side plates 17 are respectively arranged in a central crossing way, a reinforcing plate 18 is sleeved on the outer side walls of the four groups of support rods 4, the four groups of upper rod bodies 1, the four groups of support rods 4 and the four groups of lower rod bodies 5 are all cylindrical, and an inclination sensor 19 is arranged on an installation platform at the upper part of the four groups of upper rod bodies 1; four sets of cement posts 12 support four directions of the lateral part of the upper second square frame 6 through four sets of connecting arms 11 respectively, make the upper second square frame 6 support four sets of lower rod bodies 5, thereby improve the effect of iron tower against different direction strong winds, support lower rod bodies 5 through four sets of cement posts 12 respectively, when cement platform 8 takes place not hard up, accessible four sets of cement posts 12 carry out stability support to four sets of lower rod bodies 5, avoid the fixed singleness of iron tower, improve the reliability that the iron tower was stabilized and used, pass the multiunit through-hole of cement platform 8 respectively in the multiunit lower part, make multiunit inserted bar 14 consolidate cement platform 8, improve the supporting stability of cement platform 8 to four sets of lower rod bodies 5, thereby improve the whole wind resistance intensity of iron tower, through setting up multiunit first barbed nails 15, improve the positioning effect of multiunit inserted bar 14, improve the fixed fastness of multiunit inserted bar 14 to cement platform 8.
As shown in fig. 1 to 5, in the wind-resistant electric iron tower of the present utility model, when in operation, the lower parts of the plurality of sets of inserting rods 14 respectively penetrate through the plurality of sets of through holes of the cement platform 8 to extend into the ground soil, so that the plurality of sets of inserting rods 14 reinforce the cement platform 8, the four sets of cement columns 12 respectively support the upper second frame 6 in four directions of front, rear, left and right through the four sets of connecting arms 11, so that the upper second frame 6 supports the four sets of lower rod bodies 5, and the four sets of lower rod bodies 5 respectively support the four sets of upper rod bodies 1 through the four sets of supporting rods 4, so that the upper rod bodies 1 support the transverse frames 3.
The main functions realized by the utility model are as follows: fix supporting component 7 subaerial, afterwards be connected four sets of lower body of rod 5 bottom and supporting component 7 top, make supporting component 7 to lower body of rod 5 bottom support location, simultaneously respectively to the front, back, left and right four direction supports of lower body of rod 5 through supporting component 7, thereby improve the holistic anti-wind effect of iron tower, through setting up multiunit first square frame 2, improve the structural stability between the body of rod 1 on four sets of, through setting up two sets of second square frames 6, improve the structural stability between the body of rod 5 under four sets of, because the interval between the body of rod 5 is greater than the interval between the body of rod 1 on four sets of lower body of rod 5 under four sets of, and the concentric setting of body of rod 1 and four sets of lower body of rod 5, consequently iron tower focus position reduces, the lower part overall structure stability of iron tower is higher, the body of rod 1 can be gone up to four sets of lower body of rod 5 and carry out stable support, further improve the anti-wind effect of iron tower.
The inclination sensor 19 of the wind-resistant electric iron tower of the present utility model is commercially available and can be installed and operated by those skilled in the art according to the accompanying instructions without the need for creative efforts of those skilled in the art.
The foregoing is merely a preferred embodiment of the present utility model, and it should be noted that it will be apparent to those skilled in the art that modifications and variations can be made without departing from the technical principles of the present utility model, and these modifications and variations should also be regarded as the scope of the utility model.
Claims (8)
1. The wind-resistant electric iron tower comprises an upper rod body (1), first square frames (2) and transverse frames (3), wherein the top ends of the four groups of upper rod bodies (1) are provided with mounting platforms, the transverse frames (3) are arranged on the mounting platforms, and the groups of first square frames (2) are respectively sleeved on the outer side walls of the four groups of upper rod bodies (1) at equal intervals up and down; the novel support device is characterized by further comprising support rods (4), lower rod bodies (5), second square frames (6) and support assemblies (7), wherein the top ends of the four groups of support rods (4) are respectively connected with the bottom ends of the four groups of upper rod bodies (1), the bottom ends of the four groups of support rods (4) are respectively connected with the top ends of the four groups of lower rod bodies (5), the four groups of support rods (4) are respectively arranged to be inclined in opposite directions, the two groups of second square frames (6) are respectively sleeved on the outer side walls of the upper part and the lower part of the four groups of lower rod bodies (5), the distance between the four groups of lower rod bodies (5) is larger than the distance between the four groups of upper rod bodies (1), the four groups of upper rod bodies (1) are concentrically located above the four groups of lower rod bodies (5) through the support of the four groups of support rods (4), and the support assemblies (7) are arranged at the lower part of the four groups of lower rod bodies (5) and are used for supporting and fixing the four groups of lower rod bodies (5).
2. The wind-resistant electric iron tower according to claim 1, wherein the supporting component (7) comprises a cement platform (8), four groups of U-shaped pieces (9), four groups of connecting shafts (10), four groups of connecting arms (11) and four groups of cement columns (12), the bottom ends of the four groups of lower rod bodies (5) are all connected with the top ends of the cement platform (8), the cement platform (8) is buried in the ground soil, the four groups of U-shaped pieces (9) are circumferentially mounted on the outer side wall of the upper second square frame (6) respectively, the four groups of connecting shafts (10) are rotatably mounted on the four groups of U-shaped pieces (9) respectively, the top ends of the four groups of connecting arms (11) are sleeved on the outer side wall of the four groups of connecting shafts (10) respectively, the bottom ends of the four groups of connecting arms (11) are connected with the top ends of the four groups of cement columns (12) respectively, and the four groups of cement columns (12) are buried in the ground soil.
3. The wind-resistant electric iron tower according to claim 2, further comprising a plurality of groups of top plates (13), a plurality of groups of inserting rods (14) and a plurality of groups of first barbed nails (15), wherein the bottom ends of the plurality of groups of top plates (13) are respectively connected with the top ends of the plurality of groups of inserting rods (14), a plurality of groups of through holes are formed in the cement platform (8), the plurality of groups of inserting rods (14) respectively penetrate through the plurality of groups of through holes of the cement platform (8), the lower parts of the plurality of groups of inserting rods (14) extend into the ground soil, the plurality of groups of top plates (13) are respectively located at the top ends of the cement platform (8), and the plurality of groups of first barbed nails (15) are respectively circumferentially arranged on the outer side walls of the plurality of groups of inserting rods (14).
4. A wind-resistant power pylon according to claim 2, further comprising a plurality of sets of second barbed nails (16), the plurality of sets of second barbed nails (16) being circumferentially disposed on the outer side walls of the four sets of concrete columns (12), respectively.
5. A wind-resistant electric iron tower according to claim 1, further comprising a plurality of sets of side plates (17), wherein the upper and lower ends of the plurality of sets of side plates (17) are respectively connected to the outer side walls of the two sets of second frames (6), and wherein each two sets of side plates (17) are respectively arranged in a central crossing manner.
6. A wind-resistant power pylon according to claim 1, further comprising reinforcing plates (18), the reinforcing plates (18) being fitted around the outer side walls of the four sets of support bars (4).
7. A wind-resistant power pylon according to claim 1, wherein the four upper bars (1), the four support bars (4) and the four lower bars (5) are all cylindrical.
8. A wind-resistant power pylon according to claim 1, further comprising tilt sensors (19), the tilt sensors (19) being mounted on mounting platforms on the upper parts of the four sets of upper bars (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223567962.4U CN219012126U (en) | 2022-12-25 | 2022-12-25 | Wind-resistant electric power iron tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223567962.4U CN219012126U (en) | 2022-12-25 | 2022-12-25 | Wind-resistant electric power iron tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219012126U true CN219012126U (en) | 2023-05-12 |
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ID=86250834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223567962.4U Active CN219012126U (en) | 2022-12-25 | 2022-12-25 | Wind-resistant electric power iron tower |
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| Country | Link |
|---|---|
| CN (1) | CN219012126U (en) |
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2022
- 2022-12-25 CN CN202223567962.4U patent/CN219012126U/en active Active
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