CN204983870U - Novel electric power tower - Google Patents
Novel electric power tower Download PDFInfo
- Publication number
- CN204983870U CN204983870U CN201520694402.6U CN201520694402U CN204983870U CN 204983870 U CN204983870 U CN 204983870U CN 201520694402 U CN201520694402 U CN 201520694402U CN 204983870 U CN204983870 U CN 204983870U
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- bar
- casing play
- reinforcing bar
- reinforcing
- stress
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Abstract
The utility model relates to a novel electric power tower, concrete layer including the taper is equipped with the casing ply that the one deck is compriseed the reinforcing bar in, the casing ply includes a plurality of reinforcing bars and stationary metal strip, and a plurality of reinforcing bars are annular arrangement to adopt the stationary metal strip to tie up, still include the stress casing ply, the stress casing ply includes a plurality of multistage formula reinforcing rods, rolls wire -ties and the pulling force metal strip, a plurality of multistage formula reinforcing rods pass through it wire -ties to roll ties up and forms cyclic annular skeleton, and its annular diameter is less than the annular diameter of casing ply, stress casing ply, casing ply and concrete layer are coaxial, and every reinforcing rod passes through the pulling force metal strip, and the steel bar connection with neighbouring is fixed respectively.
Description
Technical field
The utility model relates to electric force pole tower technical field, particularly relates to a kind of Novel electric pole tower.
Background technology
Early stage various electric poles, all from rod starting, even comprising electric pressure is not too high high-voltage line electric pole.
Afterwards due to reinforcing bar and concrete development, probing on combination technology, use the principle manufacture of centrifugal force, steel concrete taper cement pole, isometrical concrete wire pole instead of most of rod, sturdy and durable, corrosion-resistant, the resistance to temperature difference of cement electric pole, high strength, cracking resistance.
And the timber be suitable for is progressively rare, concrete wire pole smooth in appearance is attractive in appearance, urban beautification of being more convenient for, and inside city, just difficulty is shown in rod substantially.
But putting up telephone lines in some not too flourishing places and also use rod, is because rod is lightweight, erection is convenient, and the load-bearing of telephone wire and pulling force little, rod can be competent at, if telephone line has change, moves bar and also facilitates.So, also have the wooden phone mast of part.
The electric force pole tower of steel concrete formula of the prior art, the skeleton formed due to the reinforcing bar of inside setting only has one deck, in the process used, due to the impact of extraneous factor and the length of electric force pole tower, electric force pole tower self is stressed, be easy to cause inner concrete to produce very large stress, be easy to make concrete cracking, cause electric force pole tower self to damage.
Utility model content
A kind of Novel electric pole tower that the purpose of this utility model is to overcome the deficiencies in the prior art and provides.
The utility model realizes like this, a kind of Novel electric pole tower, comprise the layer of concrete of taper, the casing play that one deck is made up of reinforcing bar is provided with in layer of concrete, described casing play comprises multiple reinforcing bar and fixing metal bar, multiple reinforcing bar arranges in the form of a ring, and adopt fixing metal bar to tie up, also comprise stress casing play, described stress casing play comprises multiple multisection type reinforcement bar, roll forming reinforcing bar and pulling force bonding jumper, described multiple multisection type reinforcement bar forms cyclic skeleton by described roll forming binding reinforcing bars, and its annular diameter is less than the annular diameter of casing play, described stress casing play, casing play and layer of concrete coaxial, each reinforcement bar is fixed with contiguous bar connecting respectively by pulling force bonding jumper.
Further, the quantity of described reinforcement bar is identical with the quantity of reinforcing bar, and center line between adjacent two reinforcing bars arranges a reinforcement bar, be connected and fixed by described pulling force bonding jumper between the reinforcement bar that two reinforcing bars are corresponding with it, form isosceles triangle skeleton.
Further, described reinforcing bar and reinforcement bar are cylindrical, and the diameter of reinforcement bar is less than the diameter of reinforcing bar.
The advantage of a kind of Novel electric pole tower that the utility model provides is: the utility model is simple and reasonable, by increasing by a ply stress casing play on the basis of casing play, stress casing play comprises reinforcement bar, roll forming reinforcing bar and pulling force bonding jumper, multisection type reinforcement bar forms cyclic skeleton by roll forming binding reinforcing bars, and its annular diameter is less than the annular diameter of casing play, described stress casing play, casing play and layer of concrete coaxial, each reinforcement bar is fixed with contiguous bar connecting respectively by pulling force bonding jumper, in the process used, when electric force pole tower receives the effect of external force, the stress that concrete is subject to is split in casing play and stress casing play, part stress can be transferred on stress casing play by pulling force bonding jumper by casing play, avoid being delivered on layer of concrete, by double-deck skeleton, can stress major part be concentrated on skeleton, thus reduce damage layer of concrete structure, layer of concrete is effectively avoided to ftracture, extend its application life, and economize on resources and cost.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of Novel electric pole tower of the utility model.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the utility model, and be not used in restriction the utility model.
Refer to Fig. 1, Fig. 1 is the structural representation of a kind of Novel electric pole tower of the utility model.
Described a kind of Novel electric pole tower, comprise the layer of concrete 10 of taper, the casing play 20 that one deck is made up of reinforcing bar is provided with in layer of concrete 10, described casing play 20 comprises multiple reinforcing bar 21 and fixing metal bar 22, multiple reinforcing bar 21 arranges in the form of a ring, and adopt fixing metal bar 22 to tie up, also comprise stress casing play 30, described stress casing play 30 comprises multiple multisection type reinforcement bar 31, roll forming reinforcing bar 32 and pulling force bonding jumper 33, described multiple multisection type reinforcement bar 31 ties up formation cyclic skeleton by described roll forming reinforcing bar 32, and its annular diameter is less than the annular diameter of casing play 20, described stress casing play 30, casing play 20 and layer of concrete 10 coaxial, each reinforcement bar 31 is connected and fixed with contiguous reinforcing bar 21 respectively by pulling force bonding jumper 33.
The quantity of described reinforcement bar 31 is identical with the quantity of reinforcing bar 21, and center line between adjacent two reinforcing bars 21 arranges a reinforcement bar 31, be connected and fixed by described pulling force bonding jumper 33 between the reinforcement bar 31 that two reinforcing bars 21 are corresponding with it, form isosceles triangle skeleton, strengthen its stability structure, and can to greatest extent by stress transfer on stress casing play 30.
Described reinforcing bar 21 is cylindrical with reinforcement bar 31, and the diameter of reinforcement bar 31 is less than the diameter of reinforcing bar 21, is convenient to manufacture, and cost-saving.
The utility model is simple and reasonable, by increasing by a ply stress casing play on the basis of casing play, stress casing play comprises reinforcement bar, roll forming reinforcing bar and pulling force bonding jumper, multisection type reinforcement bar forms cyclic skeleton by roll forming binding reinforcing bars, and its annular diameter is less than the annular diameter of casing play, described stress casing play, casing play and layer of concrete coaxial, each reinforcement bar is fixed with contiguous bar connecting respectively by pulling force bonding jumper, in the process used, when electric force pole tower receives the effect of external force, the stress that concrete is subject to is split in casing play and stress casing play, part stress can be transferred on stress casing play by pulling force bonding jumper by casing play, avoid being delivered on layer of concrete, by double-deck skeleton, can stress major part be concentrated on skeleton, thus reduce damage layer of concrete structure, layer of concrete is effectively avoided to ftracture, extend its application life, and economize on resources and cost.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (3)
1. a Novel electric pole tower, comprise the layer of concrete (10) of taper, the casing play (20) that one deck is made up of reinforcing bar is provided with in layer of concrete (10), described casing play (20) comprises multiple reinforcing bar (21) and fixing metal bar (22), multiple reinforcing bar (21) arranges in the form of a ring, and adopt fixing metal bar (22) to tie up, it is characterized in that, also comprise stress casing play (30), described stress casing play (30) comprises multiple multisection type reinforcement bar (31), roll forming reinforcing bar (32) and pulling force bonding jumper (33), described multiple multisection type reinforcement bar (31) ties up formation cyclic skeleton by described roll forming reinforcing bar (32), and its annular diameter is less than the annular diameter of casing play (20), described stress casing play (30), casing play (20) and layer of concrete (10) coaxial, each reinforcement bar (31) is connected and fixed with contiguous reinforcing bar (21) respectively by pulling force bonding jumper (33).
2. a kind of Novel electric pole tower according to claim 1, it is characterized in that, the quantity of described reinforcement bar (31) is identical with the quantity of reinforcing bar (21), and center line between adjacent two reinforcing bars (21) arranges a reinforcement bar (31), be connected and fixed by described pulling force bonding jumper (33) between the reinforcement bar (31) that two reinforcing bars (21) are corresponding with it, form isosceles triangle skeleton.
3. a kind of Novel electric pole tower according to claim 1, is characterized in that, described reinforcing bar (21) and reinforcement bar (31) are cylindrical, and the diameter of reinforcement bar (31) is less than the diameter of reinforcing bar (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520694402.6U CN204983870U (en) | 2015-09-02 | 2015-09-02 | Novel electric power tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520694402.6U CN204983870U (en) | 2015-09-02 | 2015-09-02 | Novel electric power tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204983870U true CN204983870U (en) | 2016-01-20 |
Family
ID=55118252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520694402.6U Active CN204983870U (en) | 2015-09-02 | 2015-09-02 | Novel electric power tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204983870U (en) |
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2015
- 2015-09-02 CN CN201520694402.6U patent/CN204983870U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Wang Xinlei Inventor after: Zhang Dongsheng Inventor after: Tang Bo Inventor after: Yang Rucheng Inventor after: Yao Bihao Inventor after: Ni Youzhi Inventor before: Wang Xinlei Inventor before: Zhang Dongsheng Inventor before: Tang Bo Inventor before: Xu Pei Inventor before: Gao Shuai Inventor before: Yang Rucheng Inventor before: Ma Chenglong |
|
| COR | Change of bibliographic data | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Novel electric power tower Effective date of registration: 20190726 Granted publication date: 20160120 Pledgee: Hefei state control construction finance Company limited by guarantee Pledgor: Anhui Zhuo becomes power pipe industry Science and Technology Co., Ltd. Registration number: 2019340000422 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20200918 Granted publication date: 20160120 Pledgee: Hefei state control construction finance Company limited by guarantee Pledgor: ANHUI ZHUOCHENG ELECTRIC POWER PIPE INDUSTRY TECHNOLOGY Co.,Ltd. Registration number: 2019340000422 |