CN208416090U - Taper cement pole - Google Patents
Taper cement pole Download PDFInfo
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- CN208416090U CN208416090U CN201820505504.2U CN201820505504U CN208416090U CN 208416090 U CN208416090 U CN 208416090U CN 201820505504 U CN201820505504 U CN 201820505504U CN 208416090 U CN208416090 U CN 208416090U
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- described matrix
- cement pole
- spiral bar
- taper cement
- main ribs
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Abstract
The utility model relates to electrical equipment technical fields, in particular to a kind of taper cement pole.The taper cement pole, which is characterized in that including matrix, main reinforcement cage, spiral bar and anti-cracking net.Described matrix is formed by concrete coagulation, and structure is tapered, main ribs cage is set to the inside of described matrix, and the other end of described matrix is extended to by one end of described matrix, the spiral bar is set to the inside of described matrix, and it is set around the periphery of main ribs cage, the anti-cracking net is set to the inside of described matrix, and encloses set on the periphery of the spiral bar.Main reinforcement cage is arranged in the inside of matrix in the taper cement pole, and spiral bar and anti-cracking net is arranged in the periphery of main ribs cage, simple and reasonable, effectively enhances the intensity and anti-bending strength of the taper cement pole.
Description
Technical field
The utility model relates to electrical equipment technical fields, in particular to a kind of taper cement pole.
Background technique
Cement pole is made by cement and reinforcing bar or steel wire, is widely used in overhead transmission line, electric power, is communicated and connect
It touches net, on illuminating line, outstanding behaviours is in comprehensive performance, durability, cost, land resource occupancy, town and country landscape, daily dimension
Various advantages such as shield.Due to the continuous improvement that overhead transmission line requires, along with climatic factor variation, acid rain amount increase
More, temperature change is big, coastal area intensity of typhoon is big etc..Currently, common cement pole generallys use strength grade C50 concrete
It is made, cannot effectively resist damage of the external environmental factor to cement pole, cause cement pole easy to crack, actual motion load
Lower crack quantity is more, and fracture width is big, cannot give full play to the effect of Steel Bar Tensile Strength.Therefore, how one kind is designed
The cement pole that intensity is high, anti-bending strength is good becomes current electrical equipment technical field technical problem urgently to be resolved.
Utility model content
The purpose of this utility model is to provide a kind of taper cement poles, to solve above-mentioned technical problem.
It includes matrix, main reinforcement cage, spiral bar and anti-cracking net that the utility model embodiment, which provides taper cement pole,；
Described matrix is formed by concrete coagulation, and structure is tapered, and main ribs cage is set to the inside of described matrix,
And the other end of described matrix is extended to by one end of described matrix, the spiral bar is set to the inside of described matrix, and around
Set on the periphery of main ribs cage, the anti-cracking net is set to the inside of described matrix, and encloses set on the periphery of the spiral bar.
Further, main ribs cage includes main reinforcement upright bar and erects circle, and main ribs upright bar is provided with more, more institutes
The other end that main reinforcement upright bar is extended to described matrix by one end of described matrix is stated, and is arranged in a manner of annular array, the frame
Vertical circle is provided with multiple, and multiple circles that erect are distributed along the length direction of described matrix, and it is vertical to be set to the more main reinforcements
Bar states main reinforcement upright bar with fixation more.
Further, the erection circle is staggered with more main ribs upright bars.
Further, the spiral bar includes the first spiral bar and the second spiral bar, the winding side of first spiral bar
To for first direction, second spiral bar is second direction around set direction, and the second direction is the first direction
Opposite direction.
Further, the periphery of first spiral bar and the second spiral bar is provided with more burrs.
Further, the taper cement pole further includes connector, and the connector is provided with multiple, the multiple connection
Part is set between more main ribs upright bars and the anti-cracking net, for connecting more main ribs upright bars and anti-cracking net.
Further, the anti-cracking net uses epoxy coated steel wire, galvanized steel wire netting, copper plated steel silk screen, stainless steel wire
At least one of net or glass fiber mesh are made.
Further, the taper cement pole further includes protective layer, and the protective layer is set to the periphery of described matrix
At least partly.
Main reinforcement cage is arranged in the inside of matrix in taper cement pole provided by the embodiment of the utility model, and in the master
The periphery setting spiral bar and anti-cracking net of muscle cage, it is simple and reasonable, effectively enhance the taper cement pole intensity and
Anti-bending strength.
Detailed description of the invention
It, below will be to use required in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
Attached drawing be briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore should not be by
Regard the restriction to range as, for those of ordinary skill in the art, without creative efforts, may be used also
To obtain other relevant attached drawings according to these attached drawings.
Fig. 1 is a kind of structural schematic diagram of taper cement pole provided by the embodiment of the utility model.
Fig. 2 is the setting relation schematic diagram of main reinforcement cage, spiral bar and anti-cracking net in taper cement pole shown in Fig. 1.
Fig. 3 is a kind of structural schematic diagram of main reinforcement cage provided by the embodiment of the utility model.
Fig. 4 is another structural schematic diagram of main reinforcement cage provided by the embodiment of the utility model.
Fig. 5 is a kind of setting relation schematic diagram of main reinforcement cage and spiral bar provided by the embodiment of the utility model.
Fig. 6 is a kind of main reinforcement cage provided by the embodiment of the utility model, the setting relation schematic diagram of spiral bar and connector.
Fig. 7 is another structural schematic diagram of taper cement pole provided by the embodiment of the utility model.
Fig. 8 is a kind of electrical connection schematic diagram of dip measuring device provided by the embodiment of the utility model.
Icon: 10- taper cement pole；100- matrix；200- main reinforcement cage；210- main reinforcement upright bar；220- erects circle；300- spiral shell
Revolve muscle；The first spiral bar of 310-；The second spiral bar of 320-；400- anti-cracking net；500- connector；600- robust structure；610- peace
Fill ring；620- first consolidates portion；630- second consolidates portion；700- topples over detection device；710- inclinator；720- positioning device；
730- controller；740- wireless signal transmission；800- installs case；900- protective layer.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe.Obviously, the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.The component of the utility model embodiment being usually described and illustrated herein in the accompanying drawings can be with a variety of different configurations
To arrange and design.Therefore, below the detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit
The range of claimed invention processed, but it is merely representative of the selected embodiment of the utility model.It is practical new based on this
The embodiment of type, those skilled in the art's every other embodiment obtained without making creative work,
It fall within the protection scope of the utility model.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
Fig. 1 and Fig. 2 are please referred to, the utility model embodiment provides a kind of taper cement pole 10, the taper cement pole
10 include matrix 100, main reinforcement cage 200, spiral bar 300 and anti-cracking net 400.
In the present embodiment, described matrix 100 is formed by concrete coagulation, and structure is tapered, that is, described matrix 100
The part for being installed on the soil body is gradually reduced to top diameter.In addition, in order to avoid the taper cement pole 10 since quality is overweight,
And increase the difficulty and cost of transport installation, optionally, in the present embodiment, described matrix 100 can be hollow structure.
Further, in this embodiment main ribs cage 200 is set to the inside of described matrix 100, and by described matrix
100 one end extends to the other end of described matrix 100, and the spiral bar 300 is set to the inside of described matrix 100, and around
Set on the periphery of main ribs cage 200, the anti-cracking net 400 is set to the inside of described matrix 100, and encloses set on the spiral
The periphery of muscle 300.
For the intensity and anti-bending strength for guaranteeing the taper cement pole 10, optionally, in the present embodiment, main ribs cage
200 are made using hot rolling plain bar, and the spiral bar 300 is made using low-carbon cold drawn wire, the anti-cracking net
400 be in reticular structure, and using epoxy coated steel wire, galvanized steel wire netting, copper plated steel silk screen, stainless steel cloth or glass fibre
At least one of net is made.
Incorporated by reference to Fig. 3 and Fig. 4, optionally, in the present embodiment, main ribs cage 200 includes main reinforcement upright bar 210 and erection circle
220, main ribs upright bar 210 is provided with more, and more main ribs upright bars 210 extend to institute by one end of described matrix 100
The other end of matrix 100 is stated, and is arranged in a manner of annular array, the erection circle 220 is provided with multiple, multiple erection circles
220 are distributed along the length direction of described matrix 100, and are set to the more main reinforcement upright bars 210, it is vertical to state main reinforcement with fixation more
Bar 210.
In the present embodiment, as an implementation, the erection circle 220 is staggeredly set with more main ribs upright bars 210
It sets, that is, being directed to the same erection circle 220, in two adjacent main ribs upright bars 210, one is located at the erection and encloses
In 220 circle, another is located in the circle for erecting circle 220, is directed to same root main reinforcement upright bar 210, two adjacent institutes
It states in erection circle 220, main ribs upright bar 210 is located in the circle for erecting circle 220, is located at another erection circle
220 circle is outer (as shown in Figure 3).
As another embodiment, multiple via holes, the mistake can be arranged in the erection circle 220 in a manner of circumference array
The setting quantity in hole and the setting radical of main ribs upright bar 210 are consistent, and more main ribs upright bars 210 are from the multiple via hole
It passes through, and as multiple via holes corresponding (as shown in Figure 4).
Incorporated by reference to Fig. 5, optionally, in the present embodiment, the spiral bar 300 includes the first spiral bar 310 and the second spiral
Muscle 320, first spiral bar 310 around set direction be first direction, second spiral bar 320 around set direction be second
Direction, the second direction are the opposite direction of the first direction.It should be noted that in order to guarantee that the spiral bar 300 is made
Reliability, in the present embodiment, first spiral bar 310 and the second spiral bar 320 are in close contact, but mutually indepedent.
By above-mentioned setting, so that the taper cement pole 10 is by external force, for example, clashing or huge wind-force is made
Used time enhances the taper cement pole 10 due to the mating reaction of first spiral bar 310 and the second spiral bar 320
Intensity and anti-bending strength avoid so that the taper cement pole 10 is not easy to topple over since the taper cement pole 10 is bent over,
Caused by electric wire the appearance of security risks such as snap.
In addition, in order to enhance the connection dynamics of first spiral bar 310 and the second spiral bar 320 and described matrix 100,
Optionally, in the present embodiment, the periphery of first spiral bar 310 and the second spiral bar 320 is provided with more burrs (in figure not
It shows).In this way, the contact area of first spiral bar 310 and the second spiral bar 320 and described matrix 100 can be increased, from
And enhance the connection dynamics of first spiral bar 310 and the second spiral bar 320 and described matrix 100.It is described in the present embodiment
Burr can be straight, but may be curved structure, for example, barb-like structure, to further enhance first spiral
The connection dynamics of muscle 310 and the second spiral bar 320 and described matrix 100.
Incorporated by reference to Fig. 6, optionally, in the present embodiment, the taper cement pole 10 further includes connector 500, the connection
Part 500 be provided with it is multiple, the multiple connector 500 be set to more main ribs upright bars 210 and the anti-cracking net 400 it
Between, for connecting more main ribs upright bars 210 and anti-cracking net 400, to enhance more more main ribs upright bar 210 and anti-cracking nets
400 bonding strength.
It should be noted that in the taper cement pole 10 during manufacturing, firstly, by main ribs cage 200,
Spiral bar 300 and the setting of anti-cracking net 400 are installed, then are put it into cement pole mold, hereafter, concrete are imported cement
Bar mold is blended in main ribs cage 200, spiral bar 300 and anti-cracking net 400, completes to concrete coagulation.
Referring to Fig. 7, being that the taper cement pole 10 is enabled to consolidate installation, enhance the anti-of the taper cement pole 10
Pull out force, optionally, in the present embodiment, the taper cement pole 10 further includes robust structure 600, and the robust structure 600 includes
Mounting ring 610 and the first firm portion 620, the mounting ring 610 are set to periphery of the described matrix 100 far from top position, institute
State the periphery that the first firm portion 620 is set to the mounting ring 610, and curved-surface structure in a ring.Specifically, in the present embodiment,
The first firm portion 620 includes opposite the first convex surface and the first concave surface, and first concave surface is towards the top of described matrix 100
Portion position.
For the withdrawal resistance for further enhancing the taper cement pole 10, optionally, in the present embodiment, the robust structure
600 further include the second firm portion 630, and the second firm portion 630 is set to the periphery of the mounting ring 610, in a ring curved surface
Structure, and between the cement pole main body and the first firm portion 620.Specifically, the described second firm portion 630 includes opposite
The second convex surface and the second concave surface, top position of second convex surface towards described matrix 100.
By above-mentioned setting, the taper cement pole 10 is installed when the soil body, the robust structure 600 is contacted with the soil body,
To increase the contact area with the soil body, the withdrawal resistance of the taper cement pole 10 is enhanced, so that the taper cement pole
10 can consolidate installation.
Incorporated by reference to Fig. 8, do not found in time to avoid the taper cement pole 10 from toppling over, optionally, in the present embodiment,
The taper cement pole 10, which is additionally provided with, topples over detection device 700.It is described topple over detection device 700 include inclinator 710, positioning
Device 720, controller 730 and wireless signal transmission 740, the inclinator 710, positioning device 720,730 and of controller
Wireless signal transmission 740 is set to described matrix 100, and the inclinator 710, positioning device 720 and wireless signal pass
Defeated device 740 is electrically connected with the controller 730 respectively.
Wherein, the inclinator 710 is used to measure the tilt angle of described matrix 100, and is sent to the controller
730, the positioning device 720 is used to detect the physical location of described matrix 100, and is sent to the controller 730, the control
Device 730 processed is for judging whether the tilt angle is greater than predetermined angle threshold value, when the tilt angle is greater than predetermined angle threshold
When value, by the tilt angle and physical location is sent to by the wireless signal transmission 740 and terminal device.It is described
Terminal device is the intelligent terminal connecting with the wireless signal transmission 740, for example, maintenance station work computer, or maintenance
The handheld terminals such as the mobile phone of personnel.
Further, the taper cement pole 10 further includes installs case 800, and the installs case 800 is set to described matrix
100, the inclinator 710, positioning device 720, controller 730 and wireless signal transmission 740 are set to the installs case
800 inside.
For the service life for guaranteeing the taper cement pole 10, optionally, in the present embodiment, the taper cement pole 10 is also
Including protective layer 900, the protective layer 900 is set to the periphery of described matrix 100 at least partly.Specifically, the present embodiment
In, the protective layer 900 is set to all parts in periphery of described matrix 100.In the present embodiment, the protective layer 900 can be with
It is resin layer, the outer surface of described matrix 100 is smeared or be coated on to the resin layer, the micropore on 100 surface of described matrix is blocked,
To prevent air or earth's surface hydrone below or corrosion molecule infiltration from entering described matrix 100, and corrode described matrix 100,
Or main reinforcement cage 200, spiral bar 300 and anti-cracking net 400 inside corrosion described matrix 100.
In conclusion taper cement pole 10 provided by the embodiment of the utility model, is arranged main reinforcement cage in the inside of matrix 100
200, and spiral bar 300 and anti-cracking net 400 are set in the periphery of main ribs cage 200, it is simple and reasonable, effectively enhance
The intensity and anti-bending strength of the taper cement pole 10.
Further, taper cement pole 10 provided by the embodiment of the utility model, by the way that tilt detection is arranged in matrix 100
Device 700 enables the taper cement pole 10 to be found in time when toppling over, so as to avoid due to taper cement pole 10
Topple over and caused by electric wire security risks the case where eliminating not in time appearance such as snap.
Further, taper cement pole 10 provided by the embodiment of the utility model, by being set in the periphery of described matrix 100
Protective layer 900 is set, the protective layer 900 can block the micropore on 100 surface of described matrix, to prevent air or earth's surface or less
Hydrone or corrosion molecule infiltration enter described matrix 100, and corrode described matrix 100, or inside corrosion described matrix 100
Main reinforcement cage 200, spiral bar 300 and anti-cracking net 400, so that it is longer using the longevity to ensure that the taper cement pole 10 can have
Life.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, term " is set
Set ", " installation ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection.It can be mechanical connection, be also possible to be electrically connected.Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.In addition, term " first ", " second " etc. are only used for distinguishing description, and cannot understand
For indication or suggestion relative importance.
In the description of the present invention, it should also be noted that, the instructions such as term "top", "bottom", "inner" and "outside"
Orientation or positional relationship is to be based on the orientation or positional relationship shown in the drawings or when utility model product use usually puts
The orientation or positional relationship put, is merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion is signified
Device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to this is practical
Novel limitation.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (8)
1. a kind of taper cement pole, which is characterized in that including matrix, main reinforcement cage, spiral bar and anti-cracking net；
Described matrix is formed by concrete coagulation, and structure is tapered, and main ribs cage is set to the inside of described matrix, and by
One end of described matrix extends to the other end of described matrix, and the spiral bar is set to the inside of described matrix, and is set around
The periphery of main ribs cage, the anti-cracking net are set to the inside of described matrix, and enclose set on the periphery of the spiral bar.
2. taper cement pole according to claim 1, which is characterized in that main ribs cage includes main reinforcement upright bar and erection
Circle, main ribs upright bar are provided with more, and more main ribs upright bars extend to the another of described matrix by one end of described matrix
One end, and be arranged in a manner of annular array, the erection circle is provided with multiple, length of multiple erection circles along described matrix
Directional spreding, and the more main reinforcement upright bars are set to, main reinforcement upright bar is stated with fixation more.
3. taper cement pole according to claim 2, which is characterized in that the erection circle is handed over more main ribs upright bars
Mistake setting.
4. taper cement pole according to claim 1, which is characterized in that the spiral bar includes the first spiral bar and second
Spiral bar, first spiral bar around set direction be first direction, second spiral bar around set direction be second direction,
The second direction is the opposite direction of the first direction.
5. taper cement pole according to claim 4, which is characterized in that first spiral bar and the second spiral bar it is outer
It encloses and is provided with more burrs.
6. taper cement pole according to claim 2, which is characterized in that the taper cement pole further includes connector, institute
It states connector and is provided with multiple, the multiple connector is set between more main ribs upright bars and the anti-cracking net, is used for
Connect more main ribs upright bars and anti-cracking net.
7. taper cement pole according to claim 1 or 6, which is characterized in that the anti-cracking net uses epoxy coated steel wire
At least one of net, galvanized steel wire netting, copper plated steel silk screen, stainless steel cloth or glass fiber mesh are made.
8. taper cement pole according to claim 1, which is characterized in that the taper cement pole further includes protective layer, institute
It states protective layer and is set to the periphery of described matrix at least partly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820505504.2U CN208416090U (en) | 2018-04-10 | 2018-04-10 | Taper cement pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820505504.2U CN208416090U (en) | 2018-04-10 | 2018-04-10 | Taper cement pole |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208416090U true CN208416090U (en) | 2019-01-22 |
Family
ID=65117767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820505504.2U Active CN208416090U (en) | 2018-04-10 | 2018-04-10 | Taper cement pole |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208416090U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110744698A (en) * | 2019-10-30 | 2020-02-04 | 内蒙古电力(集团)有限责任公司内蒙古电力科学研究院分公司 | Manufacturing method of CFRP (carbon fiber reinforced plastics) concrete electric pole |
| CN110744701A (en) * | 2019-10-30 | 2020-02-04 | 广西大学 | Manufacturing method of CFRP bar recycled concrete pole |
| CN114439298A (en) * | 2022-01-26 | 2022-05-06 | 广东恒业水泥制品有限公司 | Energy-saving consumption-reducing prestressed concrete pole |
-
2018
- 2018-04-10 CN CN201820505504.2U patent/CN208416090U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110744698A (en) * | 2019-10-30 | 2020-02-04 | 内蒙古电力(集团)有限责任公司内蒙古电力科学研究院分公司 | Manufacturing method of CFRP (carbon fiber reinforced plastics) concrete electric pole |
| CN110744701A (en) * | 2019-10-30 | 2020-02-04 | 广西大学 | Manufacturing method of CFRP bar recycled concrete pole |
| CN110744698B (en) * | 2019-10-30 | 2021-04-13 | 内蒙古电力(集团)有限责任公司内蒙古电力科学研究院分公司 | Manufacturing method of CFRP (carbon fiber reinforced plastics) concrete electric pole |
| CN114439298A (en) * | 2022-01-26 | 2022-05-06 | 广东恒业水泥制品有限公司 | Energy-saving consumption-reducing prestressed concrete pole |
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