CN204955096U - Annular prestressed concrete pole frock - Google Patents
Annular prestressed concrete pole frock Download PDFInfo
- Publication number
- CN204955096U CN204955096U CN201520507762.0U CN201520507762U CN204955096U CN 204955096 U CN204955096 U CN 204955096U CN 201520507762 U CN201520507762 U CN 201520507762U CN 204955096 U CN204955096 U CN 204955096U
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- screw
- stressed plate
- baffle
- plate
- high strength
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Abstract
The utility model provides an annular prestressed concrete pole frock, orifice plate, atress board and protection shield are crossed to the silk that excels in that includes the loop configuration of axle arrangement, the silk mistake of excelling in orifice plate sets up the via hole through the equipartition makes the silk that excels in pass through, fixes simultaneously on steel mould concave station, it is provided with the bell mouth of the same quantity and the screw hole of equivalent amount on the atress board to excel in, the screw hole that the screw passes through on the atress board passes the pulling force to crossing the orifice plate, passes two above boards behind the pier nose that excels in, utilizes two detached wedge pins and bell mouth cooperation, the silk card that will the excel in anchored effect when reaching stretch -draw of dying. Bore threaded hole on the screw, be used for fixing the protection shield to the emergence of the incident of the hurting sb. 's feelings when silk that prevents to excel in is broken. The pole is put to open and is only needed to get the protection shield earlier, returns (pine) screw, takes off the wedge pin and can take off whole major part frock.
Description
Technical field
The utility model relates to electric pole production technical field, is specifically related to a kind of tensioning tooling of annular prestressed concrete electric pole.
Background technology
Along with the fast development of China's electric utility, more and more higher to the technical requirement of electrical power distribution electric line; As shown in Figure 1, current annular concrete electric pole production frock comprises the groove between the domain of the shaping and rear end stretch-draw in front end and the domain, existing annular concrete electric pole need when to put people knock by hand high strength yarn make stretch-draw after high strength yarn disconnect at groove and take off whole frock and make to reuse.The mode that this needs manually knock just is difficult to realization once run into large arrangement of reinforcement; So need a kind of annular prestressed concrete electric pole frock alleviating labor strength badly to solve the problem.
Utility model content
The purpose of this utility model is for the deficiencies in the prior art, provides a kind of annular prestressed concrete electric pole frock, and this annular prestressed concrete electric pole frock can solve the problem well.
For reaching above-mentioned requirements, the technical scheme that the utility model is taked is: provide a kind of annular prestressed concrete electric pole frock, and the high strength yarn that this annular prestressed concrete electric pole frock comprises coaxially arranged loop configuration crosses orifice plate and stressed plate; High strength yarn after heading crosses the reinforced hole of the taper of uniform setting on orifice plate and described stressed plate by described high strength yarn, and to coordinate with the reinforced hole that described stressed plate is arranged with stressed wedge separately and blocked by high strength yarn; On described stressed plate, also the uniform stressed plate dismantling screw equivalent amount with described stressed plate that is provided with installs screw hole, and described stressed plate dismounting screw is installed screw hole by described stressed plate and is connected with stressed plate.
The advantage that this annular prestressed concrete electric pole frock has is as follows:
(1) high strength yarn by arranging coaxial annular crosses orifice plate, stressed plate and baffle can play fixation well to reinforcing bar.
(2) by arranging uniform stressed plate dismounting screw on stressed plate, high strength yarn can be crossed orifice plate and stressed plate is fixed together well, and high strength yarn can be crossed when orifice plate is separated with stressed plate at needs and dismantle screw realize by rotating stressed plate.
(3) stressed plate and baffle can be fixed together well by arranging baffle installation screw on stressed plate dismounting screw.
(4) by arranging stressed wedge on stressed plate, stressed wedge can be made to bear the pressure of reinforcing bar end fixed block, and can change when stressed wedge damage, thus avoid changing monoblock baffle.
Accompanying drawing explanation
Accompanying drawing described herein is used to provide further understanding of the present application, form a application's part, use identical reference number to represent same or analogous part in the drawings, the schematic description and description of the application, for explaining the application, does not form the improper restriction to the application.In the accompanying drawings:
Fig. 1 is existing annular concrete electric pole production frock.
Fig. 2 schematically shows the structural representation of the annular prestressed concrete electric pole frock according to the application's embodiment.
Fig. 3 schematically shows the upward view of the annular prestressed concrete electric pole frock according to the application's embodiment.
Fig. 4 schematically shows the structural representation of the annular prestressed concrete electric pole frock according to the application's embodiment.
Wherein: 1, reinforcing bar; 2, high strength yarn crosses orifice plate; 3, stressed plate; 4, stressed plate dismounting screw; 5, baffle; 6, screw installed by baffle; 7, stressed wedge; 8, fixed block; 9, reinforced hole; 10, front end forming ring; 11, groove; 12, rear end stretch-draw ring; 13, stressed plate dismounting screw hole; 14, screw installed by baffle.
Detailed description of the invention
For making the object of the application, technical scheme and advantage clearly, below in conjunction with drawings and the specific embodiments, the application is described in further detail.
In the following description, quoting of " embodiment ", " embodiment ", " example ", " example " etc. is shown that the embodiment of so description or example can comprise special characteristic, structure, characteristic, character, element or limit, but not each embodiment or example must comprise special characteristic, structure, characteristic, character, element or limit.In addition, reuse phrase " embodiment according to the application " although be likely refer to identical embodiment, and not necessarily refers to identical embodiment.
For the sake of simplicity, eliminate in below describing and well known to a person skilled in the art some technical characteristic.
According to an embodiment of the application, a kind of annular prestressed concrete electric pole frock is provided, as shown in Figures 2 to 4, according to an embodiment of the application, the high strength yarn that this annular prestressed concrete electric pole frock comprises coaxially arranged loop configuration crosses orifice plate 2 and stressed plate 3, high strength yarn after heading crosses the reinforced hole 9 of the bellmouth of uniform setting on the via hole of uniform setting on orifice plate 2 and stressed plate 3 by described high strength yarn, to coordinate with the bellmouth that stressed plate 3 is arranged with the stressed wedge 7 of the taper separated and high strength yarn is blocked, to realize anchorage effect during annular prestressed electric pole high strength yarn stretch-draw, stressed plate 3 simultaneously also the uniform stressed plate dismantling screw 4 equivalent amount with stressed plate that is provided with screw hole 13 is installed, stressed plate dismounting screw 4 is installed screw hole 13 by stressed plate and to be connected with stressed plate 3 and stretching force to be transmitted to orifice plate simultaneously, with reach electric pole shaping after take off stressed plate dismounting screw, stressed plate is moved to crossing orifice plate thus takes off pin, take off stressed plate, whole frock is made to complete reusable effect.
According to an embodiment of the application, this annular prestressed concrete electric pole frock also comprises to cross orifice plate 2 and the coaxially arranged baffle 5 of stressed plate 3 with high strength yarn; Baffle 5 is laid with and dismantles the identical baffle installing hole of screw 4 quantity with described stressed plate, stressed plate dismounting screw is provided with baffle and installs screwed hole, and baffle 5 is dismantled screw 4 by primary screw and stressed plate and is connected to realize the fixing of baffle 5.
According to an embodiment of the application, this annular prestressed concrete electric pole frock crosses orifice plate 2, stressed plate 3 and baffle 5 by the high strength yarn arranging coaxial annular can play fixation well to reinforcing bar 1; By arranging uniform stressed plate dismounting screw 4 on stressed plate 3, high strength yarn can be crossed orifice plate 2 and stressed plate 3 is fixed together well; Stressed plate 3 and baffle 5 can be fixed together well by arranging baffle installation screw 6 on stressed plate dismounting screw 4; By arranging stressed wedge 7 on stressed plate 3, stressed wedge 7 can be made to bear the pressure of reinforcing bar 1 end fixed block 8, and can change when stressed wedge 7 is damaged, thus avoiding changing monoblock baffle 5.
According to an embodiment of the application, reinforcing bar 1 can cross the reinforced hole 9 on orifice plate 2, stressed plate 3 and baffle 5 through the high strength yarn in this annular prestressed concrete electric pole frock, and the fixed block 8 that reinforcing bar 1 end is arranged can be stuck on the stressed wedge 7 that is inserted on baffle 5 in reinforced hole 9, stressed wedge 7 can carry out real-time replacing; Reinforced hole 9, stressed plate install screw 4, screw 6 stressed plate installation screw hole 13 installed by baffle, baffle is installed screw 14 and can be all two, four, six or eight.
The utility model provides a kind of annular concrete prestressed electric wire pole frock, and as shown in Figures 1 to 4, the high strength yarn comprising axial arranged loop configuration crosses orifice plate 2, stressed plate 3 and baffle 5; High strength yarn crosses orifice plate 2 makes high strength yarn pass through by the uniform via hole that arranges, and is fixed on punching block concave station simultaneously; High strength yarn stressed plate is provided with the bellmouth of equal number and the screwed hole of equivalent amount; Pulling force was transmitted to orifice plate by the screwed hole on stressed plate by screw, and through above two plates after high strength yarn pier nose, the stressed wedge 7 utilizing two to separate coordinates with bellmouth, by stuck for high strength yarn to reach stretch-draw time anchoring effect.Screw is drilled with screwed hole, is used for fixing baffle, the generation of event of hurting sb.'s feelings when breaking to prevent high strength yarn, it is only first need take down baffle that electric pole is put, and returns (pine) screw, takes off wedge shape pin and can take off whole major part frock.
The above embodiment only represents several embodiment of the present utility model, and it describes comparatively concrete and detailed, but can not be interpreted as the restriction to the utility model scope.It should be pointed out that for the person of ordinary skill of the art, without departing from the concept of the premise utility, can also make some distortion and improvement, these all belong to the utility model protection domain.Therefore protection domain of the present utility model should be as the criterion with described claim.
Claims (2)
1. an annular prestressed concrete electric pole frock, is characterized in that: the high strength yarn comprising coaxially arranged loop configuration crosses orifice plate (2) and stressed plate (3); High strength yarn after heading crosses the reinforced hole (9) of the taper of the upper uniform setting of orifice plate (2) and described stressed plate (3) by described high strength yarn, and coordinates with the reinforced hole (9) that stressed wedge (7) separately and described stressed plate (3) are arranged and blocked by high strength yarn; The upper also uniform stressed plate dismantling screw (4) equivalent amount with described stressed plate that is provided with of described stressed plate (3) installs screw hole (13), and described stressed plate dismounting screw (4) is installed screw hole (13) by described stressed plate and is connected with described stressed plate (3).
2. annular prestressed concrete electric pole frock according to claim 1, is characterized in that: also comprise and to cross orifice plate (2) and the coaxially arranged baffle (5) of described stressed plate (3) with described high strength yarn; Described baffle (5) is laid with and dismantles the identical baffle of screw (4) quantity with described stressed plate screw hole (14) is installed; Stressed plate dismounting screw (4) is provided with baffle and installs screwed hole (13); Described baffle (5) is dismantled screw (4) by screw and stressed plate and is connected to realize the fixing of baffle (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520507762.0U CN204955096U (en) | 2015-07-15 | 2015-07-15 | Annular prestressed concrete pole frock |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520507762.0U CN204955096U (en) | 2015-07-15 | 2015-07-15 | Annular prestressed concrete pole frock |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204955096U true CN204955096U (en) | 2016-01-13 |
Family
ID=55050188
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520507762.0U Expired - Fee Related CN204955096U (en) | 2015-07-15 | 2015-07-15 | Annular prestressed concrete pole frock |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204955096U (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 |
-
2015
- 2015-07-15 CN CN201520507762.0U patent/CN204955096U/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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160113 Termination date: 20200715 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |