CN201574608U - Novel prestress pole connecting disk - Google Patents
Novel prestress pole connecting disk Download PDFInfo
- Publication number
- CN201574608U CN201574608U CN2009201394607U CN200920139460U CN201574608U CN 201574608 U CN201574608 U CN 201574608U CN 2009201394607 U CN2009201394607 U CN 2009201394607U CN 200920139460 U CN200920139460 U CN 200920139460U CN 201574608 U CN201574608 U CN 201574608U
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- China
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- plate
- pole
- connecting plate
- bar tension
- electric pole
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- Expired - Fee Related
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- Suspension Of Electric Lines Or Cables (AREA)
Abstract
The utility model relates to a novel prestress pole connecting plate composed of screw holes, a connecting plate, a protection plate, a steel bar tension plate and reinforcing ribs, wherein, the novel prestress pole connecting plate takes the shape of a ring and is divided into three layers, the uppermost layer is the connecting plate, 6 screw holes of identical size are formed on the connecting plate, the middle layer is the protection plate, the bottom layer is the steel bar tension plate, 16 notches are formed on the outer edge of the end surface of the circumference of the steel bar tension plate, 6 reinforcing ribs are uniformly distributed between the connecting plate and the protection plate, and 6 reinforcing ribs are uniformly distributed between the protection plate and the steel bar tension plate. To assemble a pole with the connecting disk, all that is needed is to align the screw holes on the upper-layer connecting plate of the connecting disk with the pole and screw tightly the connecting plate onto the pole. The utility model has the advantages of simple structure, good stability, more convenient and fast assembly of the pole.
Description
Technical field:
The utility model relates to the prestressed electric wire pole tie-plate of the upright reinforced concrete pole of group in a kind of power circuit.
Background technology:
The upright technology that adopts usually of the group of existing reinforced concrete pole is the steel ring welding point and the opposition of the main reinforcement coupling bar on two sections electric poles is drawn close, directly welds.These two kinds of technology all must be welded in the time of the upright reinforcing of group, and this has just caused certain difficulty in transportation and construction.
Specifically, the performance of the defective of prior art is as follows:
1, constructing operation complexity needs the inside and outside weldering that connects during butt joint, this has just increased work difficulty and engineering time.
2, field construction difficulty, longer to trolley pole length, add that required auxiliary material are heavy must have electric welding machine, welding rod, coaming plate and 5-10 km power line etc., also need generator during non-transformer, when the curved narrow row of intermountain path is advanced, certainly will cause very big difficulty and burden to transportation.
3, increase disaster hidden-trouble during electric welding when operation field operation.
Summary of the invention:
The purpose of this utility model is the defective that overcomes prior art, and a kind of Stability Analysis of Structures is provided, good reliability, good stability, the novel pre-stressed electric pole tie-plate that vertical construction is more simple and efficient.
The purpose of this utility model is achieved in that
A kind of novel pre-stressed electric pole tie-plate, form by screw hole, junction plate, protected apron, reinforcing bar tension board, reinforcing rib, novel pre-stressed electric pole tie-plate is circular and is divided into three layers, the superiors are junction plate, and 6 screw holes of the same size are arranged on the junction plate, and the middle level is a protected apron, bottom is the reinforcing bar tension board, the outer of the circumferential end surfaces of reinforcing bar tension board is provided with 16 breach, at junction plate and protected apron, and each 6 reinforcing rib that evenly distribute between protected apron and the reinforcing bar tension board.
Described a kind of novel pre-stressed electric pole tie-plate, group during pole erecting as long as screw down and can finish after with the screw hole correspondence on the junction plate of tie-plate upper strata.
Described a kind of novel pre-stressed electric pole tie-plate, the reinforcing bar on the electric pole are embedded in 16 breach on the reinforcing bar tension board circumference outer and fix.
Described a kind of novel pre-stressed electric pole tie-plate places the protected apron lower end can prevent that reinforcing bar in the electric pole is exposed to outer and is corroded and gets rusty reinforced concrete pole.
Reinforcing rib between the described a kind of novel pre-stressed electric pole tie-plate, three laminates has resistance to deformation, resistance to compression effect to make its structure more firm.
Described a kind of novel pre-stressed electric pole tie-plate, it adopts the cement pouring technique, and reinforced concrete pole and electric pole tie-plate are fused, and has reduced fixing link.
Described a kind of novel pre-stressed electric pole tie-plate, it makes raw material is steel scrap, ferrosilicon, ferromanganese, aluminum steel, moulding sand, water glass.
The utility model possesses following advantage:
1, producing electric pole can be changeable according to the construction needs, and the Butt Section can be in the 2-5 section.
2, the utility model easy construction only needs screw to lock, need not welding.
3, the utility model does not have peripheral board, with the luminescent coating covering.
4, product that the utility model is cast is difficult for getting rusty, than present used long product lifecycle.
5, the utility model auxiliary material of constructing in the open air are simple, only need hand-held tools such as screw and spanner.
But 6, the verticality of the utility model regulated at will electric pole.
Description of drawings:
Fig. 1 is a kind of novel pre-stressed electric pole tie-plate structural representation of the utility model.
Fig. 2 is the structural representation of a kind of novel pre-stressed electric pole tie-plate junction plate of the utility model.
Fig. 3 is the structural representation of a kind of novel pre-stressed electric pole tie-plate reinforcing bar tension board of the utility model.
Number in the figure explanation: 1, screw hole, 2, junction plate, 3, protected apron, 4, the reinforcing bar tension board, 5, breach, 6, reinforcing rib.
The specific embodiment:
As shown in the figure, a kind of novel pre-stressed electric pole tie-plate provided by the utility model, form by screw hole 1, junction plate 2, protected apron 3, reinforcing bar tension board 4, reinforcing rib 6, novel pre-stressed electric pole tie-plate is circular and is divided into three layers, the superiors are junction plate 2,6 screw holes 1 of the same size are arranged on the junction plate 2, the middle level is a protected apron 3, bottom is a reinforcing bar tension board 4, the outer of the circumferential end surfaces of reinforcing bar tension board 4 is provided with 16 breach 5, at junction plate 2 and protected apron 3, each 6 reinforcing rib 6 that evenly distribute between protected apron 3 and the reinforcing bar tension board 4.
Described a kind of novel pre-stressed electric pole tie-plate, group during pole erecting as long as screw down and can finish after with screw hole 1 correspondence on the tie-plate upper strata junction plate 2.
Described a kind of novel pre-stressed electric pole tie-plate, the reinforcing bar on the electric pole are embedded in 16 breach 5 on the reinforcing bar tension board 4 circumference outers and fix.
Described a kind of novel pre-stressed electric pole tie-plate places protected apron 3 lower ends can prevent that reinforcing bar in the electric pole is exposed to outer and is corroded and gets rusty reinforced concrete pole.
Reinforcing rib 4 between the described a kind of novel pre-stressed electric pole tie-plate, three laminates has resistance to deformation, resistance to compression effect to make its structure more firm.
Described a kind of novel pre-stressed electric pole tie-plate, it adopts the cement pouring technique, and reinforced concrete pole and electric pole tie-plate are fused, and has reduced fixing link.
Described a kind of novel pre-stressed electric pole tie-plate, it makes raw material is steel scrap, ferrosilicon, ferromanganese, aluminum steel, moulding sand, water glass.
Claims (1)
1. novel pre-stressed electric pole tie-plate, by screw hole (1), junction plate (2), protected apron (3), reinforcing bar tension board (4), reinforcing rib (6) is formed, it is characterized in that novel pre-stressed electric pole tie-plate is circular and is divided into three layers, the superiors are junction plate (2), 6 screw holes of the same size (1) are arranged on the junction plate (2), the middle level is protected apron (3), bottom is reinforcing bar tension board (4), the outer of the circumferential end surfaces of reinforcing bar tension board (4) is provided with 16 breach (5), at junction plate (2) and protected apron (3), each 6 reinforcing rib (6) that evenly distribute between protected apron (3) and the reinforcing bar tension board (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201394607U CN201574608U (en) | 2009-07-17 | 2009-07-17 | Novel prestress pole connecting disk |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201394607U CN201574608U (en) | 2009-07-17 | 2009-07-17 | Novel prestress pole connecting disk |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201574608U true CN201574608U (en) | 2010-09-08 |
Family
ID=42694484
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201394607U Expired - Fee Related CN201574608U (en) | 2009-07-17 | 2009-07-17 | Novel prestress pole connecting disk |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201574608U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013618A (en) * | 2016-07-25 | 2016-10-12 | 哈尔滨金玉科技开发有限公司 | Prestressed reinforcement frame for building |
-
2009
- 2009-07-17 CN CN2009201394607U patent/CN201574608U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013618A (en) * | 2016-07-25 | 2016-10-12 | 哈尔滨金玉科技开发有限公司 | Prestressed reinforcement frame for building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Sanming Longsheng Precision Cast Steel Co., Ltd. Document name: Notification of Termination of Patent Right |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100908 Termination date: 20110717 |