CN205976691U - Concrete pole - Google Patents
Concrete pole Download PDFInfo
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- CN205976691U CN205976691U CN201620669430.7U CN201620669430U CN205976691U CN 205976691 U CN205976691 U CN 205976691U CN 201620669430 U CN201620669430 U CN 201620669430U CN 205976691 U CN205976691 U CN 205976691U
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Abstract
The utility model provides a concrete pole, including concrete main part and main muscle, wherein the concrete main part is the columnar structure roughly, and main muscle is a plurality of list structures and imbeds in the concrete main part, and the extending direction of main muscle is unanimous with the extending direction of concrete main part, discrete state for not setting up connection structure between a plurality of main muscle. The utility model discloses during production earlier in the mould grout form the concrete main part, again will main muscle squeeze into the concrete main part, then carry out centrifugation, steam curing and the drawing of patterns to the concrete main part, can obtain the finished product, therefore leave out the steel bones RACK manufacturing process in the production of current concrete pole, solved the technology bias that prior art exists, started a new concrete pole structure and aquatic products method, greatly promoted production efficiency, just the utility model discloses need not to use steel ring or spiral muscle to fix main muscle, thus the structure is simpler, materials still less, the cost is lower.
Description
Technical field
This utility model is related to electric power facility field, more particularly, to a kind of concurrent.
Background technology
Electric pole is the most basic facility of electric power transport, and traditional electric pole is wooden electric pole, because the wooden electric pole life-span is shorter,
Insufficient strength and material is more and more rare, and gradually replaced by concurrent and irony electric pole, wherein concurrent master
To be formed by concrete and framework of steel reinforcement, during its production, one of indispensability operation is exactly to make framework of steel reinforcement, existing reinforcing bar
Skeleton all includes some straight cage bars and some steel rings or a spiral bar, needs first to be positioned cage bar, then during making
By steel ring or spiral bar welding or with steel wire lashing in cage bar so that some cage bars combination formation one entirety reinforcing bar
Frame, has been manually done because the making of framework of steel reinforcement fully relies on manpower, so that expending more man-hour, limits concrete electric
The production efficiency of bar.
Utility model content
For the deficiency in the presence of prior art, this utility model provides a kind of concurrent, and its structure is more
Simply, during production, breviary has fallen the manufacturing process of framework of steel reinforcement, thus drastically increases production efficiency, and more saves material
Material cost.
For achieving the above object, this utility model employs following technical scheme:
A kind of concurrent, including concrete main body and cage bar, wherein concrete main body is column structure, if cage bar is
Dry list structure is simultaneously embedded in concrete main body, and the bearing of trend of cage bar is consistent with the bearing of trend of concrete main body, institute
State between some cage bars is the discrete state being not provided with attachment structure.
Further, described concrete main body is the column structure of hollow.
Further, described concrete main body is taper or isometrical column structure.
Further, main ribs are 16 and the central shaft around concrete main body is evenly distributed.
Compared to prior art, this utility model has the advantages that:
1. when this utility model produces, first grouting forms concrete main body in a mold, then cage bar is driven into concrete master
In body, then concrete main body is carried out being centrifuged, steam curing and the demoulding, you can obtain finished product, be greatly saved operation, carry
Rise production efficiency;
2. this utility model is fixed to cage bar without using steel ring or spiral bar, thus structure is simpler, materials
Less, cost is lower.
Brief description
Fig. 1 is upward view of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Specific embodiment
Below in conjunction with the accompanying drawings and embodiment further illustrates to the technical scheme in this utility model.
As shown in Figure 1 and Figure 2, the utility model proposes a kind of concurrent, including concrete main body 1 and cage bar 2,
Wherein concrete main body 1 is the column structure of the taper of hollow;Cage bar 2 is 16 list structures and is embedded in concrete main body
In 1, cage bar 2 can be made using reinforcing bar, and cage bar 2 is evenly distributed around the central shaft of concrete main body 1, and the extension of cage bar 2
Direction is consistent with the bearing of trend of concrete main body 1, is the discrete state being not provided with attachment structure between described some cage bars 2.
When this utility model produces, first grouting forms concrete main body 1 in a mold, then cage bar 2 is driven into concrete
In main body 1, then concrete main body 1 is carried out being centrifuged, steam curing and the demoulding, you can obtain finished product, thus eliminate existing
Making of reinforcement cage process in concurrent production, solves the technology prejudice of prior art presence, has started a kind of new
Concurrent structure and Aquatic product method, significant increase production efficiency;Simultaneously because this utility model is without using steel ring
Or spiral bar is fixed to cage bar, thus structure is simpler, materials are less, cost is lower.
Finally illustrate, above example only in order to the technical solution of the utility model to be described and unrestricted, although ginseng
According to preferred embodiment, this utility model is described in detail, it will be understood by those within the art that, can be to this
The technical scheme of utility model is modified or equivalent, the objective without deviating from technical solutions of the utility model and model
Enclose, it all should be covered in the middle of right of the present utility model.
Claims (4)
1. a kind of concurrent, including concrete main body and cage bar, wherein concrete main body is column structure, and cage bar is some
List structure is simultaneously embedded in concrete main body, and the bearing of trend of cage bar is consistent with the bearing of trend of concrete main body, and it is special
Levy and be:It is the discrete state being not provided with attachment structure between described some cage bars.
2. as claimed in claim 1 a kind of concurrent it is characterised in that:Described concrete main body is the column knot of hollow
Structure.
3. as claimed in claim 1 a kind of concurrent it is characterised in that:Described concrete main body is taper or isometrical
Column structure.
4. as claimed in claim 1 a kind of concurrent it is characterised in that:Main ribs are 16 and around concrete master
The central shaft of body is evenly distributed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620669430.7U CN205976691U (en) | 2016-06-29 | 2016-06-29 | Concrete pole |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620669430.7U CN205976691U (en) | 2016-06-29 | 2016-06-29 | Concrete pole |
Publications (1)
Publication Number | Publication Date |
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CN205976691U true CN205976691U (en) | 2017-02-22 |
Family
ID=58022612
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620669430.7U Active CN205976691U (en) | 2016-06-29 | 2016-06-29 | Concrete pole |
Country Status (1)
Country | Link |
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CN (1) | CN205976691U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107476637A (en) * | 2017-08-16 | 2017-12-15 | 辽宁工程技术大学 | The wind-power tower and construction method of resin covering framework and fibre reinforced concrete |
-
2016
- 2016-06-29 CN CN201620669430.7U patent/CN205976691U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107476637A (en) * | 2017-08-16 | 2017-12-15 | 辽宁工程技术大学 | The wind-power tower and construction method of resin covering framework and fibre reinforced concrete |
CN107476637B (en) * | 2017-08-16 | 2019-05-10 | 辽宁工程技术大学 | The wind-power tower and construction method of resin covering frame and fibre reinforced concrete |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A concrete pole Effective date of registration: 20221017 Granted publication date: 20170222 Pledgee: Hubei Zhijiang Rural Commercial Bank Co.,Ltd. Pledgor: ZHIJIANG EXI CEMENT PRODUCTS CO.,LTD. Registration number: Y2022980018490 |
|
PE01 | Entry into force of the registration of the contract for pledge of patent right |