CN203289047U - Integrated structure of sub-conductor spacer and support - Google Patents
Integrated structure of sub-conductor spacer and support Download PDFInfo
- Publication number
- CN203289047U CN203289047U CN2013203175367U CN201320317536U CN203289047U CN 203289047 U CN203289047 U CN 203289047U CN 2013203175367 U CN2013203175367 U CN 2013203175367U CN 201320317536 U CN201320317536 U CN 201320317536U CN 203289047 U CN203289047 U CN 203289047U
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- support
- sub
- spacer
- lead spacer
- lead
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Abstract
The utility module relates to an integrated structure of a sub-conductor spacer and a support, wherein the sub-conductor spacer comprises a regular polygon shaped body and wire clamps arranged at corner parts of the regular polygon shaped body; the support is an integral frame and fixedly connected with the sub-conductor spacer into an integrated body; the support comprises a first support arm, a second support arm and a connecting beam, the first support arm and the second support arm are fixedly connected to the regular polygon shaped body, and the connecting beam is connected between the first support arm and the second support arm; two ends of the connecting beam are symmetrically provided with a first connecting part and a second connecting part which are connected with an alternate spacer respectively; and the included angle of connecting lines between the two connecting parts and the center of the regular polygon shaped body is 60 degrees. The integrated structure of the sub-conductor spacer and the support solves the problem existing in the prior art that the support and the sub-conductor spacer are damaged, broken down and difficult to install on site; and the sub-conductor spacer and the support are enabled to be stressed more uniformly, the service life is prolonged, and the sub-conductor space and the support are installed more conveniently.
Description
Technical field
The utility model is about a kind of structure of conductor spacer for overhead transmission line, relates in particular to a kind of six oidiospore lead spacer for inter-phase spacer sealing layout and the integral structure of support.
Background technology
At present, a large amount of transmission lines adopts the inter-phase spacer sealing to arrange as circuit wind-deviation and the measure of waving; As shown in Figure 4, inter-phase spacer 91 is general is called for short sub-conductor spacer by sub-lead spacer 92() be connected with wire, support 93 generally is installed on sub-lead spacer 92, support 93 is connected on inter-phase spacer 91.
Three-phase conducting wire can be connected to become by three inter-phase spacers 91 and supporting sub-conductor spacer 92 triangular structure of a sealing.for 500kV compact line (conductor structure is six split forms), the sub-lead spacer 92 that this sealing triangular form adopts and the syndeton of support 93 are as shown in Figure 5, one of common feature of this syndeton is, on each sub-conductor spacer 92, two supports 93 are installed, support 93 passes through bolt with sub-conductor spacer 92, pin or other links are connected, each support 93 has two connecting portions with sub-conductor spacer 92, and two supports 93 share a connecting portion on sub-conductor spacer 92, as shown in Figure 5, wherein position A and position B are two connecting portions of a support 93, position C and position B are two connecting portions of another support 93, position B is two supports 93 share on sub-conductor spacer 92 a connecting portion., for the 500kv compact line,, although the version of the sub-conductor spacer that adopts and support is various,, for connecting simultaneously the form of two inter-phase spacers on a sub-conductor spacer, be all but that two supports are installed on a sub-conductor spacer.Described sub-conductor spacer material of main part is generally cast aluminium, and middle nearly hexagon dish is that monolithic or biplate aluminium sheet are made, and support is generally aluminum.
, by a large amount of operating experience and the test of experiment porch, two supports are installed on a sub-conductor spacer, because two supports need a public tie point (connecting portion B), and two support total weights are larger, therefore, when installing at the scene, difficulty is larger; In addition, in the process of operation, be subject to for a long time the tensile force f of two different angles supports due to this tie point (as position B in Fig. 6)
1, F
2, in running long-term impact and pull under, this position is very easily damaged; Be subject to separately the power of different directions due to two supports, and two supports are connected at a point (position B point), when the power of a direction is excessive, can cause whole conductor spacer significantly to twist, thereby to support, cause very large moment of torsion, and then damage support; Some the accidents that support, sub-conductor spacer rupture have appearred in North China Power Telecommunication Network in recent years, and damaged location concentrates on position B and support arm place.
From the above mentioned, there is following shortcoming in prior art:
(1) due to two supports being installed on a sub-conductor spacer simultaneously, the support total weight is larger, and is therefore, more difficult when install in high-altitude at the scene; In addition, two supports need a public installing hole on sub-conductor spacer, need higher cooperation during installation, have further strengthened the field erected difficulty of support.
(2) two supports are connected with sub-conductor spacer by A, B, 3 of C, when support is subject to F
1And F
2In the time of two active forces, these two power can be by the support direct effect to sub-conductor spacer A, B, three application points of C, and wherein B point was subject to simultaneously from the making a concerted effort of two supports, should be larger with joint efforts, thereby make the B point become the weak spot of sub-conductor spacer, very easily damage; , as force-summing element independently, be delivered to the power of support due to two supports by inter-phase spacer, can be all by the support direct effect to sub-conductor spacer, make sub-conductor spacer A, B, three application points of C bear for a long time larger power.
(3) when support is subject to the depth direction external force of the Z-direction (as shown in Figure 6) that inter-phase spacer passes over, the moment of depth direction is concentrated and is acted on A, B, the connection pin at C point place, making this connecting portion is the application point of moment, A, B, the C point is used for offsetting to the opposing torque of pin the moment that inter-phase spacer transmits fully, especially the B point is received the moment of flexure that comes from both direction simultaneously, the moment of flexure that this point is subject to becomes multiple to increase, and because sub-conductor spacer is fixed on wire, make A, B, the C point is difficult to produce displacement with the motion of support in the Z direction, this makes A, B, the opposite force at C point place is relatively large, easily cause the damage of sub-conductor spacer, , concentrate while acting on A, B, C point place in the moment from the depth direction as force-summing element independently due to support, support arm also is subject to from the huge moment of flexure of depth direction.
(4) the sub-conductor spacer that extensively adopts at present, still adopt stereotype design standard, only consider to play the supporting role between sub-conductor, consider comprehensively stressed when being subject to inter-phase spacer pulls, therefore, can there be hidden danger in direct assorted golden tool as inter-phase spacer.
Thus, the inventor, by means of being engaged in experience and the practice of relevant industries for many years, proposes the integral structure of a kind of sub-lead spacer and support, to overcome the defect of prior art.
The utility model content
The purpose of this utility model is to provide the integral structure of a kind of sub-lead spacer and support, to solve support and sub-lead spacer damage, the fracture that occurs in prior art and difficult problem is installed at the scene; Make sub-lead spacer and support force more even, increase the service life, and be more convenient for installing.
The purpose of this utility model is achieved in that the integral structure of a kind of sub-lead spacer and support, and described sub-lead spacer comprises the regular polygon main body and is arranged on the wire clamp of each angular position on the regular polygon main body; The as a whole framework of described support also is connected to one with sub-lead spacer; This support includes the tie-beam between the first support arm of being fixedly connected on the regular polygon main body, the second support arm and two support arms; The two ends of described tie-beam are respectively equipped with symmetrically for the first connecting portion that is connected with inter-phase spacer and the second connecting portion; The angle of described two connecting portions and regular polygon main center line is 60 degree.
In a preferred embodiments of the present utility model, described sub-lead spacer is six oidiospore lead spacer, and its main body is regular hexagon, and described wire clamp is separately positioned on orthohexagonal six angles; Described the first connecting portion and the second connecting portion are positioned at respectively on the axially-extending line of adjacent two wire clamps.
In a preferred embodiments of the present utility model, described support is " door " shape shape; Described the first support arm, the second support arm are respectively cranking arm to the other side's bending.
In a preferred embodiments of the present utility model, described respectively cranking arm consists of with the bending segment with this vertical section is connected in obtuse angle the vertical section with tie-beam at right angles is connected respectively.
In a preferred embodiments of the present utility model, the length of described tie-beam is greater than the distance on adjacent two wire clamp tops; The bending segment of described two support arms is fixedly connected on respectively on the symmetrical frame of the regular hexagon main body outside adjacent two wire clamps.
In a preferred embodiments of the present utility model, described support is by the cast aluminium one-step die casting.
In a preferred embodiments of the present utility model, the body of described sub-lead spacer is made by the monolithic aluminium sheet.
In a preferred embodiments of the present utility model, the body of described sub-lead spacer is made by the biplate aluminium sheet.
In a preferred embodiments of the present utility model, the main body of described sub-lead spacer is connected by bolt and pressing plate with described support.
From the above mentioned, the integral structure of sub-lead spacer of the present utility model and support, guaranteeing that a sub-lead spacer connects under the prerequisite of two inter-phase spacers, merge into a support from having two supports now on structure, make structure simpler, and greatly alleviated the weight of support, more be conducive to installation at the scene; Simultaneously, the power of support to sub-lead spacer is evenly distributed on whole sub-lead spacer, has reduced to a certain extent the power to the sub-lead spacer part, avoided the damage of local power to sub-lead spacer; In addition, due to two public supports of inter-phase spacer, thereby make from the part power of both direction inter-phase spacer balance mutually, reduced pulling force and moment of torsion to support, thereby reduced the probability that damages, ruptures.The integral structure of sub-lead spacer of the present utility model and support, will effectively solve the prior art medium-height trestle problem of difficulty and sub-lead spacer and support damage or fracture is installed.
Description of drawings
The following drawings only is intended to the utility model is done and schematically illustrated and explain, does not limit scope of the present utility model.Wherein:
Fig. 1: be the sealing of the inter-phase spacer in the utility model arrangement schematic diagram.
Fig. 2: be the integral structure schematic diagram of sub-lead spacer in the utility model and support.
Fig. 3: be six oidiospore lead spacer and the support force schematic diagram of inter-phase spacer sealing layout in the utility model.
Fig. 4: be inter-phase spacer sealing arrangement schematic diagram of the prior art.
Fig. 5: be the structural representation of sub-lead spacer in prior art and support.
Fig. 6: be six oidiospore conductor spacers and the support force schematic diagram of inter-phase spacer sealing layout in prior art.
Embodiment
Understand for technical characterictic of the present utility model, purpose and effect being had more clearly, now contrast description of drawings embodiment of the present utility model.
As shown in Figure 1, Figure 2, Figure 3 shows, the utility model proposes the integral structure of a kind of sub-lead spacer and support, described sub-lead spacer 2 comprises regular polygon main body 21 and is arranged on the wire clamp 22 of each angular position on the regular polygon main body, in the present embodiment, described sub-lead spacer is six oidiospore lead spacer, its main body 21 is regular hexagon, described wire clamp 22 is separately positioned on orthohexagonal six angles (as another embodiment of present embodiment, described sub-lead spacer also can be quadripartion, extremely splits sub-lead spacer etc.); The as a whole framework of described support 3 also is connected to one with sub-lead spacer; This support 3 includes the tie-beam 33 between the first support arm 31 of being fixedly connected on regular hexagon main body 21, the second support arm 32 and two support arms; The two ends of described tie-beam 33 are respectively equipped with for the first connecting portion 331 that is connected with inter-phase spacer 1 and the second connecting portion 332(as shown in Figure 1 symmetrically, and the first connecting portion 331, the second connecting portion 332 respectively connect respectively an inter-phase spacer 1); Described two connecting portions 331,332 and the angle α of regular hexagon main body geometric center point O line be that (in the present embodiment, described the first connecting portion 331 and the second connecting portion 332 lay respectively on the axially-extending line of adjacent two wire clamps 22 60 degree.
In the present embodiment, described support 3 is by the cast aluminium one-step die casting; The body of described sub-lead spacer can be made by the monolithic aluminium sheet, also can be made by the biplate aluminium sheet.
Further, as shown in Figure 2, in the present embodiment, described support 3 is " door " shape shape; Described the first support arm 31, the second support arm 32 are respectively cranking arm to the other side's bending; Described respectively cranking arm consists of with the bending segment 312,322 with this vertical section is connected in obtuse angle the vertical section 311,321 with tie-beam 33 at right angles is connected respectively.
In the present embodiment, as shown in Figure 2, the length of described tie-beam 33 is greater than the distance on adjacent two wire clamp 22 tops; The bending segment 312,322 of described two support arms is fixedly connected on respectively on the symmetrical frame of regular hexagon main body in adjacent two wire clamp 22 outsides (as C point position in Fig. 2 and D point position); The main body of described sub-lead spacer is connected by bolt and pressing plate with described support., due to position C, the position D tie point as support and sub-lead spacer,, in order to improve the reliability of device, at sub-lead spacer C, D position, done again local reinforcement.
The integral structure of sub-lead spacer of the present utility model and support, consider being subject to the active force of inter-phase spacer, and the mechanical strength of material and local action point is strengthened.For the installing hole that support is connected with sub-lead spacer, embedded steel bushing, avoid bolt to the aluminium injury.The connecting portion of support and sub-lead spacer, its gauge increases to some extent, guarantees the force intensity that is subjected to of connecting portion.Support Design becomes I-shaped structure.Sub-lead spacer and support are selected label of aluminium rising, guarantee the lifting of anti-pull ability.For concrete connecting portion, adopt three bolts to coordinate clamping plate that support and sub-lead spacer are coupled together, disperse the stressed of single application point.
As shown in Figure 3, described support 3 is as the power F that is subject to coming from inter-phase spacer
1, F
2The time, produce component F separately
1X, F
1Y, F
2X, F
2Y, its part component can be cancelled out each other as the internal stress of support, thereby has reduced the active force of support to sub-lead spacer, can effectively alleviate the damage of sub-lead spacer and support.
When support was subject to coming from the power of sub-lead spacer Z-direction, support was done as a whole to sub-lead spacer generation moment of flexure, and as whole support, it has larger sectional area, can bear bigger bending moment.In addition, because connecting portion C, the D of support and sub-lead spacer is distributed in the sub-lead spacer two ends, connect by bolt and pressing plate, the moment of flexure that will come from Z-direction is evenly distributed on whole sub-lead spacer, thereby has avoided the damage of sub-lead spacer part.
From the above mentioned, the integral structure of sub-lead spacer of the present utility model and support, guaranteeing that a sub-lead spacer connects under the prerequisite of two inter-phase spacers, merge into a support from having two supports now on structure, make structure simpler, and greatly alleviated the weight of support, more be conducive to installation at the scene; Simultaneously, the power of support to sub-lead spacer is evenly distributed on whole sub-lead spacer, has reduced to a certain extent the power to the sub-lead spacer part, avoided the damage of local power to sub-lead spacer; In addition, due to two public supports of inter-phase spacer, thereby make from the part power of both direction inter-phase spacer balance mutually, reduced pulling force and moment of torsion to support, thereby reduced the probability that damages, ruptures.The integral structure of sub-lead spacer of the present utility model and support, will effectively solve the prior art medium-height trestle problem of difficulty and sub-lead spacer and support damage or fracture is installed.
The foregoing is only the schematic embodiment of the utility model, not in order to limit scope of the present utility model.Any those skilled in the art, the equivalent variations of having done under the prerequisite that does not break away from design of the present utility model and principle and modification, all should belong to the scope that the utility model is protected.
Claims (9)
1. the integral structure of a sub-lead spacer and support, described sub-lead spacer comprises the regular polygon main body and is arranged on the wire clamp of each angular position on the regular polygon main body; It is characterized in that: the as a whole framework of described support also is connected to one with sub-lead spacer; This support includes the tie-beam between the first support arm of being fixedly connected on the regular polygon main body, the second support arm and two support arms; The two ends of described tie-beam are respectively equipped with symmetrically for the first connecting portion that is connected with inter-phase spacer and the second connecting portion; The angle of described two connecting portions and regular polygon main center line is 60 degree.
2. the integral structure of sub-lead spacer as claimed in claim 1 and support, it is characterized in that: described sub-lead spacer is six oidiospore lead spacer, and its main body is regular hexagon, described wire clamp is separately positioned on orthohexagonal six angles; Described the first connecting portion and the second connecting portion are positioned at respectively on the axially-extending line of adjacent two wire clamps.
3. the integral structure of sub-lead spacer as claimed in claim 2 and support, it is characterized in that: described support is " door " shape shape; Described the first support arm, the second support arm are respectively cranking arm to the other side's bending.
4. the integral structure of sub-lead spacer as claimed in claim 3 and support, it is characterized in that: described respectively cranking arm consists of with the bending segment with this vertical section is connected in obtuse angle the vertical section with tie-beam at right angles is connected respectively.
5. the integral structure of sub-lead spacer as claimed in claim 4 and support, it is characterized in that: the length of described tie-beam is greater than the distance on adjacent two wire clamp tops; The bending segment of described two support arms is fixedly connected on respectively on the symmetrical frame of the regular hexagon main body outside adjacent two wire clamps.
6. the integral structure of sub-lead spacer as claimed in claim 1 and support, it is characterized in that: described support is by the cast aluminium one-step die casting.
7. the integral structure of sub-lead spacer as claimed in claim 1 and support, it is characterized in that: the body of described sub-lead spacer is made by the monolithic aluminium sheet.
8. the integral structure of sub-lead spacer as claimed in claim 1 and support, it is characterized in that: the body of described sub-lead spacer is made by the biplate aluminium sheet.
9. the integral structure of sub-lead spacer as claimed in claim 1 and support, it is characterized in that: the main body of described sub-lead spacer is connected by bolt and pressing plate with described support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203175367U CN203289047U (en) | 2013-06-04 | 2013-06-04 | Integrated structure of sub-conductor spacer and support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203175367U CN203289047U (en) | 2013-06-04 | 2013-06-04 | Integrated structure of sub-conductor spacer and support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203289047U true CN203289047U (en) | 2013-11-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203175367U Expired - Lifetime CN203289047U (en) | 2013-06-04 | 2013-06-04 | Integrated structure of sub-conductor spacer and support |
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| CN (1) | CN203289047U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108899843A (en) * | 2018-08-10 | 2018-11-27 | 国网江苏省电力有限公司检修分公司 | A kind of UHV transmission line suspension clamp installing mechanism |
-
2013
- 2013-06-04 CN CN2013203175367U patent/CN203289047U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108899843A (en) * | 2018-08-10 | 2018-11-27 | 国网江苏省电力有限公司检修分公司 | A kind of UHV transmission line suspension clamp installing mechanism |
| CN108899843B (en) * | 2018-08-10 | 2024-01-30 | 国网江苏省电力有限公司检修分公司 | Installation mechanism for suspension clamp of extra-high voltage transmission line |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131113 |
|
| CX01 | Expiry of patent term |