CN110714653A - Tower structure and method for distribution line water area emergency training - Google Patents
Tower structure and method for distribution line water area emergency training Download PDFInfo
- Publication number
- CN110714653A CN110714653A CN201911018563.2A CN201911018563A CN110714653A CN 110714653 A CN110714653 A CN 110714653A CN 201911018563 A CN201911018563 A CN 201911018563A CN 110714653 A CN110714653 A CN 110714653A
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- pole
- fixed cylinder
- tower structure
- telegraph pole
- horizontal chassis
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2284—Means for adjusting the orientation of the post or pole
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
- E04H12/2276—Clamping poles or posts on a stub
-
- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B25/00—Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
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- Educational Technology (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Electric Cable Installation (AREA)
Abstract
The invention discloses a pole tower structure and a pole tower method for distribution line water area emergency training, wherein the pole tower structure comprises a horizontal chassis, a fixed cylinder is fixedly arranged in the middle of the top surface of the horizontal chassis, the fixed cylinder is vertically arranged, and a vertical telegraph pole is arranged in the fixed cylinder; the side wall of the fixed cylinder is provided with a plurality of groups of wire pole clamping assemblies for fastening the telegraph pole and adjusting the verticality of the telegraph pole, each wire pole clamping assembly comprises a plurality of fastening pieces which are circumferentially arranged along the fixed cylinder, the fastening pieces move towards the center of the fixed cylinder to clamp the telegraph pole, and the moving distance of the fastening pieces towards the center of the fixed cylinder is adjusted to adjust the verticality of the telegraph pole; the horizontal chassis is provided with a plurality of vertically arranged water leakage holes. The tower structure can be rapidly constructed underwater, manpower and material resources are saved, the working efficiency is improved, the telegraph pole of the tower structure is firm in fixation, the angle can be adjusted, and the maintenance is convenient.
Description
Technical Field
The utility model belongs to the technical field of distribution line water area emergency training teaching aids, and particularly relates to a pole tower structure and a pole tower method for distribution line water area emergency training.
Background
In recent years, sudden flood disasters and urban inland inundations in parts of the whole country cause great damage to power distribution overhead lines when disasters occur, and power failure accidents occur frequently. The power distribution network fault emergency repair caused by the sudden flood disaster is different from the traditional power distribution network fault emergency repair content and working mode, and has the particularity of water area operation. In order to restore power supply in time, vast electric power staff should rapidly carry out emergency rescue work of the water area of the power distribution line, and due to the bursting property, the particularity and the dangerousness of the emergency rescue work of the water area of the power distribution line, the emergency rescue work is rapidly, safely, scientifically and reasonably carried out, and the vast electric power staff need to be trained in targeted emergency rescue skills of the water area of the power distribution overhead line.
The telegraph pole is the foundation and the main body of the overhead distribution line, and the pole pedaling operation is the foundation of the construction and the emergency repair operation of the overhead distribution line. The telegraph poles of the power distribution lines are erected on dry land (except lake areas) in real work, and are submerged in water only when flood disasters and urban waterlogging occur, so that training of water area pole-stepping operation cannot be carried out on practical-running overhead power distribution lines and conventional power distribution line training sites. Only the simulated overhead distribution line submerged by water is arranged on a training site of a training institution for training, and the traditional method for erecting the telegraph pole on the training site of the training institution is as follows: 1. pumping out a large amount of water in a training field in a water area, excavating a pole pit, and erecting a line by a vertical pole; 2. and (4) cofferdam construction in water, drainage of water in the cofferdam, excavation of a pole pit and erection of a line by a vertical pole. The problems with both of these approaches are: the working load is large, the cost is high, the working period is long, the influence of weather is large, the pole root is not firm, and the pole body is not easy to adjust and maintain when inclined.
Disclosure of Invention
The purpose of the present disclosure is to overcome the deficiencies of the prior art, and to provide a tower structure and a method for emergency training of distribution line water areas; the tower structure can be rapidly constructed underwater, manpower and material resources are saved, the working efficiency is improved, the telegraph pole of the tower structure is firm in fixation, the angle can be adjusted, and the maintenance is convenient.
The first invention of the present disclosure is to provide a pole tower structure for distribution line water area emergency training, in order to achieve the above purpose, the present disclosure adopts the following technical scheme:
a pole tower structure for distribution line water area emergency training comprises a horizontal chassis, wherein a fixed cylinder is fixedly arranged in the middle of the top surface of the horizontal chassis, the fixed cylinder is vertically arranged, and a vertical telegraph pole is arranged in the fixed cylinder; the side wall of the fixed cylinder is provided with a plurality of groups of wire pole clamping assemblies for fastening the telegraph pole and adjusting the verticality of the telegraph pole, each wire pole clamping assembly comprises a plurality of fastening pieces which are circumferentially arranged along the fixed cylinder, the fastening pieces move towards the center of the fixed cylinder to clamp the telegraph pole, and the moving distance of the fastening pieces towards the center of the fixed cylinder is adjusted to adjust the verticality of the telegraph pole; the horizontal chassis is provided with a plurality of vertically arranged water leakage holes.
The working principle of the tower structure disclosed by the invention is as follows:
the telegraph pole can be fastened in the fixing cylinder through the fastening piece by arranging the horizontal chassis and the fixing cylinder, the horizontal chassis and the fixing cylinder are placed under water, and then the telegraph pole is fixed in the fixing cylinder, so that the distribution line telegraph pole can be laid under water;
the side wall of the fixing cylinder is provided with a fastener with adjustable length, when the telegraph pole is fastened, the fastener is screwed, and the telegraph pole can be fixed by the fastener being propped against the side wall of the telegraph pole; and the tightening length of a plurality of fasteners is adjusted, so that the tightening length of the fasteners is different, and the verticality of the telegraph pole can be adjusted.
As a further technical scheme, a plurality of groups of wire rod clamping assemblies are distributed at different heights on the side wall of the fixed cylinder.
As a further technical scheme, a plurality of fasteners are evenly distributed along the circumferential direction of the fixed cylinder.
As a further technical scheme, a plurality of hanging rings are arranged on the upper portion of the outer side wall of the fixed cylinder.
As a further technical scheme, a plurality of column foot plates are fixedly arranged between the horizontal chassis and the side wall of the fixed cylinder.
As a further technical scheme, the height of the fixed cylinder is more than 1.5 m.
As a further technical scheme, a plurality of fixing blocks are fixedly arranged at the bottom of the horizontal chassis.
As a further technical scheme, the horizontal chassis is made of reinforced concrete, the top and the bottom of the reinforced concrete are both provided with pattern steel plates, and the end parts of the pattern steel plates are provided with channel steel.
As a further technical scheme, the fixing cylinder is made of a galvanized seamless steel pipe.
A second object of the present disclosure proposes a method for using a tower structure as described above, comprising the steps of:
hoisting a tower structure without a telegraph pole by using a crane, and placing the tower structure under water to set a pole position;
after the horizontal chassis sinks to the bottom, the top surface of the fixed cylinder is higher than the water surface;
hoisting the telegraph pole, and inserting the pole root of the telegraph pole into the fixing cylinder;
after the telegraph pole is erected, the fastener is screwed down to fix the telegraph pole, and then pole pedaling operation can be carried out.
The beneficial effect of this disclosure does:
the tower structure disclosed by the invention is characterized in that the horizontal chassis and the fixing cylinder are arranged, the horizontal chassis and the fixing cylinder are arranged under water, the pole root of the telegraph pole is inserted into the fixing cylinder and fastened through the fastening piece, the underwater erection of the telegraph pole can be realized, the arrangement mode is very time-saving, the manpower and material resources are saved, the working efficiency is improved, and the later maintenance is very convenient.
According to the tower structure, the plurality of groups of wire pole clamping assemblies are arranged on the side portions of the fixing cylinders, the tightening length of the fasteners of the wire pole clamping assemblies is adjustable, the tower structure not only can be suitable for telegraph poles with different thicknesses, but also can adjust the inclination of the telegraph poles by adjusting the tightening lengths of different fasteners.
According to the tower structure, the horizontal chassis forms a bottom horizontal structure, the fixing cylinder is vertically arranged on the horizontal chassis, and through the arrangement of the sizes of the horizontal chassis and the fixing cylinder, when the telegraph pole is placed into the fixing cylinder, the telegraph pole can be firmly supported, and the whole structure is more stable.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the application and, together with the description, serve to explain the application and are not intended to limit the application.
Fig. 1 is a schematic view of the overall structure of a tower structure disclosed in one embodiment;
FIG. 2 is a top view of the horizontal base plate and stationary barrel connection;
in the figure, 1 horizontal chassis, 2 fixed cylinders, 3 telegraph poles, 4 fasteners, 5 lifting rings, 6 column foot plates, 7 fixed blocks, 8 water leakage holes, 9 pattern steel plates and 10 channel steel.
Detailed Description
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the disclosure. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments according to the present application. As used herein, the singular forms "a", "an", and/or "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof;
for convenience of description, the words "up", "down", "left" and "right" in this disclosure, if any, merely indicate correspondence with up, down, left and right directions of the drawings themselves, and do not limit the structure, but merely facilitate description of the disclosure and simplify description, rather than indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the disclosure.
As introduced by the background art, the inventor finds that the mode of erecting the telegraph pole in the existing water area training field has the defects of large workload, high cost, long working period, large influence by weather, unstable pole root and difficulty in adjustment and maintenance when the pole body inclines, and provides a pole tower structure and a method for distribution line water area emergency training in order to solve the technical problems.
The application provides a pole tower structure for distribution line water area emergency training, which comprises a horizontal chassis, wherein a fixed cylinder is fixedly arranged in the middle of the top surface of the horizontal chassis, the fixed cylinder is vertically arranged, and a vertical telegraph pole is arranged in the fixed cylinder; the side wall of the fixed cylinder is provided with a plurality of groups of wire pole clamping assemblies for fastening the telegraph pole and adjusting the verticality of the wire pole, each wire pole clamping assembly comprises a plurality of fastening pieces which are arranged along the circumferential direction of the fixed cylinder, the fastening pieces move towards the center of the fixed cylinder to clamp the telegraph pole, and the moving distance of the fastening pieces towards the center of the fixed cylinder is adjusted to adjust the verticality of the telegraph pole; the horizontal chassis is provided with a plurality of vertically arranged water leakage holes.
Example 1
The tower structure disclosed in this embodiment is further described with reference to fig. 1-2;
referring to the attached drawings 1-2, the pole tower structure for distribution line water area emergency training comprises a horizontal chassis 1, wherein a fixed cylinder 2 is fixedly arranged in the middle of the top surface of the horizontal chassis 1, the fixed cylinder 2 is vertically arranged, and a vertical telegraph pole 3 is arranged in the fixed cylinder 2; still fixedly between horizontal chassis 1 and the 2 lateral walls of solid fixed cylinder set up a plurality of column feet 6, a plurality of column feet 6 are evenly laid in solid fixed cylinder periphery, as in fig. 2, set up 4 column feet 6 in this embodiment, and column feet 10mm is thick, can strengthen the steadiness that horizontal chassis and solid fixed cylinder are connected through the column feet.
The side wall of the fixing cylinder 2 is provided with a plurality of groups of wire pole clamping assemblies for fastening the telegraph pole 3 and adjusting the verticality of the telegraph pole 3, and the plurality of groups of wire pole clamping assemblies are distributed at different heights of the side wall of the fixing cylinder and used for clamping the telegraph pole at different heights of the telegraph pole, so that the fastening effect of the telegraph pole is better, and the verticality of the telegraph pole can be better maintained.
Each wire pole clamping assembly comprises a plurality of fastening pieces 4 arranged along the circumferential direction of the fixed cylinder 2, the fastening pieces 4 are uniformly distributed along the circumferential direction of the fixed cylinder 2 at the same height, two groups of wire pole clamping assemblies are arranged in the embodiment, 8 fastening pieces are arranged in total, and 8 adjustable fastening pieces are symmetrically arranged on the fixed cylinder up and down, left and right and front and back; the plurality of fasteners 4 move towards the center of the fixed cylinder 2 to clamp the telegraph pole 3, the fasteners move towards the center of the fixed cylinder, namely the fasteners are screwed towards the inner side of the fixed cylinder, the end parts of the fasteners are tightly propped against the side surface of the telegraph pole, and the plurality of fasteners simultaneously prop against the telegraph pole to fix the telegraph pole; and adjust the displacement distance of a plurality of fasteners 4 towards the center of fixed cylinder 2, adjust the length of screwing up of a plurality of fasteners promptly, make the fastener that is located the different sides of fixed cylinder circumference tight length in top different, the tight length in fastener top of last lower wire pole clamping component also can set up to different, and then adjusts the 3 straightness that hangs down of wire pole, can have when certain gradient at the wire pole, can adjust the wire pole straightness that hangs down through adjusting the fastener.
The fastener 4 is arranged in the following manner: an opening is formed in the wall of the fixed cylinder, a nut is welded on the outer wall of the fixed cylinder at the opening, and a bolt is screwed into the nut and enters the inner wall of the fixed cylinder; the fastener end and pole contact side are preferably provided with a block-like structure to increase the contact area with the pole. The end of the fastener is contacted with and pressed against the telegraph pole, 8 fasteners are screwed together to clamp the telegraph pole, and the inclination of the telegraph pole can be adjusted by adjusting the screwing length of each fastener.
A plurality of lifting rings 5 are welded on the front side and the rear side, the left side and the right side of the outer side wall of the top of the fixed cylinder 2 and used for integrally lifting the tower structure.
Like figure 2, horizontal chassis 1 is equipped with a plurality of vertical settings's hole 8 that leaks, when placing horizontal chassis under water, the in-process normal water can be flowed by hole 8 that leaks, reduces the resistance that horizontal chassis descends and receives, more is convenient for transfer horizontal chassis.
A plurality of fixed blocks 7 are fixedly arranged at the bottom of the horizontal chassis 1, so that the weight of the horizontal chassis is increased, and the stability of the bottom structure is enhanced.
The horizontal chassis 1 is made of reinforced concrete, the top and the bottom of the reinforced concrete are both provided with a pattern steel plate 9, and the end part of the pattern steel plate 9 is provided with a channel steel 10. The fixed cylinder 2 is made of a galvanized seamless steel pipe. Through the arrangement of the materials, the purposes of stability, firmness, durability and easy operation can be realized.
The horizontal chassis 1 is used for bearing the toppling force of the telegraph pole and playing a role of a counterweight, taking a 10m telegraph pole as an example, the weight of the telegraph pole is 1.02 ton, the size of the horizontal chassis is not less than 3m 0.5m, and as the weight of 1 cubic reinforced concrete is 2.5 ton, the weight of 3m 0.5m is 4.5 ton, the weight of the 10m telegraph pole is 1.02 ton, and the weight of the telegraph pole is far greater than that of the telegraph pole, the telegraph pole can be firmly supported;
the effect of a fixed cylinder 2 is vertical fixed wire pole, selects the galvanized steel pipe of pipe diameter 400mm for use to the bottom thickness of various model wire poles, for satisfying the buried depth requirement of wire pole, fixed cylinder 2 highly be not less than 1.5 meters and combine the height of water level degree of depth selection fixed cylinder, guarantee to transfer under water the back fixed cylinder top slightly to go out the surface of water.
According to the tower structure, the fixing structure of the horizontal chassis and the fixing barrel is placed under water, the telegraph pole is inserted into the fixing barrel for fixing, and therefore the purpose that the telegraph pole can be erected easily to erect a circuit is achieved. The defects that the workload is large, the cost is high, the working period is long, the influence of weather is large, the pole root is not firm, the pole body is not easy to adjust and maintain when the pole body inclines in the construction are avoided.
The present disclosure also provides a method for using the tower structure, which includes the following steps:
a steel wire rope of a crane is connected with a hanging ring 5 at the top of the fixed cylinder 1, a pole tower structure (namely a fixed structure of the fixed cylinder and a horizontal chassis) without a telegraph pole is lifted, and the pole tower structure is placed under water to set a pole position;
after the horizontal chassis sinks, the horizontal chassis is fixed at the water bottom, and the top surface of the fixed cylinder is higher than the water surface;
hoisting the telegraph pole, and inserting the pole root of the telegraph pole into the fixing cylinder;
after the telegraph pole is erected, the fastener is screwed down to fix the telegraph pole, and then pole pedaling operation can be carried out.
Originally, adopt and take out a large amount of water in dry waters training place or beat the cofferdam in the aquatic, drain the water in the cofferdam, excavate the pole hole, carry out the pole setting and erect line working method and need about ten days the time limit for a project, adopt this disclosed setting mode, then can shorten the time limit for a project to 2 hours, greatly saved the time to manpower and materials have been saved, improve work efficiency.
Although the present disclosure has been described with reference to specific embodiments, it should be understood that the scope of the present disclosure is not limited thereto, and those skilled in the art will appreciate that various modifications and changes can be made without departing from the spirit and scope of the present disclosure.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (10)
1. A pole tower structure for distribution line water area emergency training is characterized by comprising a horizontal chassis, wherein a fixed cylinder is fixedly arranged in the middle of the top surface of the horizontal chassis, the fixed cylinder is vertically arranged, and a vertical telegraph pole is arranged in the fixed cylinder; the side wall of the fixed cylinder is provided with a plurality of groups of wire pole clamping assemblies for fastening the telegraph pole and adjusting the verticality of the telegraph pole, each wire pole clamping assembly comprises a plurality of fastening pieces which are circumferentially arranged along the fixed cylinder, the fastening pieces move towards the center of the fixed cylinder to clamp the telegraph pole, and the moving distance of the fastening pieces towards the center of the fixed cylinder is adjusted to adjust the verticality of the telegraph pole; the horizontal chassis is provided with a plurality of vertically arranged water leakage holes.
2. A tower structure as claimed in claim 1 in which the sets of pole gripping assemblies are distributed at different heights on the side walls of the stationary drum.
3. A tower structure as claimed in claim 1 in which a plurality of said fasteners are evenly circumferentially distributed along the stationary tube.
4. The tower structure according to claim 1, wherein a plurality of hanging rings are arranged on the upper portion of the outer side wall of the fixed cylinder.
5. The tower structure of claim 1, wherein a plurality of column foot plates are fixedly arranged between the horizontal chassis and the side wall of the fixed cylinder.
6. A tower structure according to claim 1, wherein the height of the stationary cylinder is greater than 1.5 m.
7. The tower structure according to claim 1, wherein a plurality of fixing blocks are fixedly arranged at the bottom of the horizontal chassis.
8. The tower structure according to claim 1, wherein the horizontal chassis is made of reinforced concrete, the top and bottom of the reinforced concrete are provided with pattern steel plates, and the ends of the pattern steel plates are provided with channel steel.
9. A tower structure as claimed in claim 1 in which the fixed tubes are made of galvanized seamless steel tubes.
10. Use of a tower construction according to any one of claims 1-9, characterised in that it comprises the following steps:
hoisting a tower structure without a telegraph pole by using a crane, and placing the tower structure under water to set a pole position;
after the horizontal chassis sinks to the bottom, the top surface of the fixed cylinder is higher than the water surface;
hoisting the telegraph pole, and inserting the pole root of the telegraph pole into the fixing cylinder;
after the telegraph pole is erected, the fastener is screwed down to fix the telegraph pole, and then pole pedaling operation can be carried out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911018563.2A CN110714653A (en) | 2019-10-24 | 2019-10-24 | Tower structure and method for distribution line water area emergency training |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911018563.2A CN110714653A (en) | 2019-10-24 | 2019-10-24 | Tower structure and method for distribution line water area emergency training |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110714653A true CN110714653A (en) | 2020-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911018563.2A Pending CN110714653A (en) | 2019-10-24 | 2019-10-24 | Tower structure and method for distribution line water area emergency training |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756572A (en) * | 2021-10-08 | 2021-12-07 | 严晓龙 | Automatic dismouting equipment of building aluminum mould board |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090004134U (en) * | 2007-10-30 | 2009-05-07 | 신동헌 | Rubber cone |
| CN201865398U (en) * | 2010-11-29 | 2011-06-15 | 河南省电力公司安阳供电公司 | Fixing device for high-voltage wire pole |
| CN201883746U (en) * | 2010-11-19 | 2011-06-29 | 鞍钢集团矿业公司 | Base of movable high-voltage wire pole |
| CN106088782A (en) * | 2016-06-21 | 2016-11-09 | 内蒙古包钢钢联股份有限公司 | Wire pole base |
| CN107740630A (en) * | 2017-10-17 | 2018-02-27 | 国网江苏省电力公司仪征市供电公司 | A kind of electric pole fixed seat |
-
2019
- 2019-10-24 CN CN201911018563.2A patent/CN110714653A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20090004134U (en) * | 2007-10-30 | 2009-05-07 | 신동헌 | Rubber cone |
| CN201883746U (en) * | 2010-11-19 | 2011-06-29 | 鞍钢集团矿业公司 | Base of movable high-voltage wire pole |
| CN201865398U (en) * | 2010-11-29 | 2011-06-15 | 河南省电力公司安阳供电公司 | Fixing device for high-voltage wire pole |
| CN106088782A (en) * | 2016-06-21 | 2016-11-09 | 内蒙古包钢钢联股份有限公司 | Wire pole base |
| CN107740630A (en) * | 2017-10-17 | 2018-02-27 | 国网江苏省电力公司仪征市供电公司 | A kind of electric pole fixed seat |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113756572A (en) * | 2021-10-08 | 2021-12-07 | 严晓龙 | Automatic dismouting equipment of building aluminum mould board |
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Application publication date: 20200121 |
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