CN108843105A - A kind of composite material pole tower tower section connection structure - Google Patents
A kind of composite material pole tower tower section connection structure Download PDFInfo
- Publication number
- CN108843105A CN108843105A CN201810737204.1A CN201810737204A CN108843105A CN 108843105 A CN108843105 A CN 108843105A CN 201810737204 A CN201810737204 A CN 201810737204A CN 108843105 A CN108843105 A CN 108843105A
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- China
- Prior art keywords
- tower
- connector sleeve
- arc
- plate
- connection structure
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5837—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
- E04B1/585—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form with separate connection devices
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B2001/5875—Connections for building structures in general of bar-shaped building elements using exterior clamping plates or shells
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Golf Clubs (AREA)
- Wind Motors (AREA)
Abstract
The invention discloses a kind of composite material pole tower tower section connection structures, including tower seat, anti-shake support arm, connector sleeve, screw putter and stripper plate, the top of the tower seat is equipped with connector sleeve, top inside connector sleeve is equipped with tower bar, the lateral wall that the tower bar and tower seat are located at one end inside connector sleeve is equipped with three groups of guiding and turns chamber, and the adjacent angle turned between chamber that is oriented to is 120 degree, the guiding turns the tower seat of chamber side and tower bar surface is all equipped with dovetail deep gouge, arc sliding sash is all equipped on connector sleeve inner sidewall at arc tread plate position, the fastening spring is equipped with stripper plate far from one end of connector sleeve inner sidewall, the inside of the adjusting cavity is equipped with arc supporting plate, both ends of the arc supporting plate far from adjusting cavity side are all fixed with dovetail separation prevention bar.The present invention not only increases safety when connection structure uses, and improves convenience degree when connection structure uses, and realizes swing preventing function when connection structure connects shaft tower.
Description
Technical field
The present invention relates to composite material pole tower technical field, specially a kind of composite material pole tower tower section connection structure.
Background technique
Shaft tower can be divided into timber structure, steel construction, Al alloy composite structure and reinforced concrete structure by structural material
Shaft tower is several, and timber structure shaft tower is limited because intensity is low, the service life is short, maintenance is inconvenient by timber resources, has been washed in a pan in China
It eliminates, steel construction is divided into truss and steel pipe, and the application of checker board truss shaft tower is the primary structure of super-pressure Above Transmission Lines at most,
Aluminium alloy structure shaft tower is served only for transporting especially difficult mountain area, reinforced concrete pole is all made of centrifuge because cost is excessively high
Casting, steam curing, its with short production cycle, long service life, maintenance is simple, and can save great deal of steel, pre- using part
The concurrent of stress technique can also prevent electric pole crackle, reliable in quality, China using at most, accounting for first place in the world, however
The connection structure of tower section is often required to use in the use process of composite material pole tower, currently, general connection structure makes
Often connection effect is poor during, it is easy to the disengaging of connecting component occur, rock, to greatly affect tower
Save safety when connection structure uses.
Summary of the invention
The purpose of the present invention is to provide a kind of composite material pole tower tower section connection structures, to solve above-mentioned background technique
The problem of middle proposition.
To achieve the above object, the present invention provides the following technical solutions：A kind of composite material pole tower tower section connection structure,
Including tower seat, anti-shake support arm, connector sleeve, screw putter and stripper plate, the top of the tower seat is equipped with connector sleeve, inside connector sleeve
Top be equipped with tower bar, the lateral wall that the tower bar and tower seat are located at one end inside connector sleeve turns chamber equipped with three groups of guiding, and
The adjacent angle turned between chamber that is oriented to is 120 degree, and the guiding turns the tower seat of chamber side and tower bar surface is all equipped with dovetail
Deep gouge, and dovetail deep gouge turns chamber with guiding and is connected, the guiding turns the tower seat on the outside of chamber and is fixed with three groups of arcs with tower bar surface
Shape tread plate, and the angle between adjacent arc tread plate is 120 degree, the connector sleeve at arc tread plate position
Arc sliding sash is all equipped on inner sidewall, and arc sliding sash and arc tread plate cooperate, the connection on the outside of the arc sliding sash
It covers inner wall and is equipped with three groups of fastening springs, and the angle between adjacent fastener spring is 120 degree, the fastening spring is remote
One end from connector sleeve inner sidewall is equipped with stripper plate, and the center position of the connector sleeve inner sidewall is equipped with three groups of adjusting cavities,
And the angle between adjacent adjusting cavity is 120 degree, the inside of the adjusting cavity is equipped with arc supporting plate, and arc supporting plate is separate
The both ends of adjusting cavity side are all fixed with dovetail separation prevention bar, and dovetail separation prevention bar and dovetail deep gouge cooperate, the connector sleeve
Three groups of support plates are all fixed on the lateral wall at both ends, and the angle between adjacent supports disk is 120 degree, the connection
It covers and is all fixed with three groups of L-type vertical plates at the corner location at both ends, and the angle between adjacent L-type vertical plate is 120 degree.
Preferably, the center position on the connector sleeve surface is threaded with screw putter, and one end of screw putter
It extends to the inside of adjusting cavity and is hinged with the lateral wall of arc supporting plate.
Preferably, the center on the support plate top is equipped with anti-shake support arm, and the top on the top of anti-shake support arm and L-type vertical plate
End cooperates.
Preferably, the central axes of the L-type vertical plate with support plate central axes be overlapped.
Preferably, the length of the arc supporting plate is less than the length of adjusting cavity.
Compared with prior art, the beneficial effects of the invention are as follows：The composite material pole tower with tower section connection structure by
Tower bar and tower seat, which are located at, to be set guiding on the lateral wall of connector sleeve inside one end and turns chamber, dovetail deep gouge, the centre bit on connector sleeve surface
It sets place and is threadedly coupled screw putter, and by setting adjusting cavity in the center position of connector sleeve inner sidewall, set on the inside of adjusting cavity
Arc supporting plate, the fixed dovetail separation prevention bar in both ends of the arc supporting plate far from adjusting cavity side, avoids and occurs between tower bar and tower seat
Break-off is supported to improve safety when connection structure uses by fixed on the lateral wall at connector sleeve both ends
Disk, fixed L-type vertical plate at the corner location at connector sleeve both ends, and support arm is shaken by setting up defences at the center on support plate top, it realizes
Swing preventing function when connection structure connects shaft tower, to improve stability when connection structure uses, while by
Guiding turns the fixed arc tread plate of tower seat and tower bar surface on the outside of chamber, sets on the connector sleeve inner sidewall at arc tread plate position
Arc sliding sash, and by setting fastening spring on the connector sleeve inner wall on the outside of arc sliding sash, fastening spring is far from the inside of connector sleeve
Stripper plate is installed in one end of wall, shortens the Connection Time of connection structure, to improve convenience journey when connection structure uses
Degree, the present invention not only increase safety when connection structure uses, and improve convenience degree when connection structure uses, and
Realize swing preventing function when connection structure connects shaft tower.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is cross-sectional view of the invention；
Fig. 3 is outside schematic diagram of the invention；
Fig. 4 is connector sleeve partial top view of the invention.
In figure：1, tower seat；2, anti-shake support arm；3, connector sleeve；4, support plate；5, L-type vertical plate；6, tower bar；7, arc supporting plate；
8, dovetail separation prevention bar；9, adjusting cavity；10, screw putter；11, guiding turns chamber；12, dovetail deep gouge；13, arc tread plate；14, arc
Shape sliding sash；15, stripper plate；16, fastening spring.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1-4, a kind of embodiment provided by the invention：A kind of composite material pole tower tower section connection structure, packet
Tower seat 1, anti-shake support arm 2, connector sleeve 3, screw putter 10 and stripper plate 15 are included, the top of tower seat 1 is equipped with connector sleeve 3, connector sleeve 3
Internal top is equipped with tower bar 6, and the lateral wall that tower bar 6 and tower seat 1 are located at 3 inside one end of connector sleeve is equipped with three groups of guiding and turns chamber
11, and the adjacent angle turned between chamber 11 that is oriented to is 120 degree, is oriented to the tower seat 1 for turning 11 side of chamber and 6 surface of tower bar all
Equipped with dovetail deep gouge 12, and dovetail deep gouge 12 turns chamber 11 with guiding and is connected, and guiding turns the tower seat 1 and 6 table of tower bar in 11 outside of chamber
Face is fixed with three groups of arc tread plates 13, and the angle between adjacent arc tread plate 13 is 120 degree, arc tread plate
Arc sliding sash 14 is all equipped on 3 inner sidewall of connector sleeve at 13 positions, and arc sliding sash 14 and arc tread plate 13 cooperate,
3 inner wall of connector sleeve in 14 outside of arc sliding sash is equipped with three groups of fastening springs 16, and the angle between adjacent fastener spring 16 is
120 degree, fastening spring 16 is equipped with stripper plate 15 far from one end of 3 inner sidewall of connector sleeve, in 3 inner sidewall of connector sleeve
Three groups of adjusting cavities 9 are equipped at heart position, and the angle between adjacent adjusting cavity 9 is 120 degree, the inside of adjusting cavity 9 is equipped with
Arc supporting plate 7, the length of arc supporting plate 7 are less than the length of adjusting cavity 9, and convenient for the contraction of arc supporting plate 7, arc supporting plate 7 is separate
The both ends of 9 side of adjusting cavity are all fixed with dovetail separation prevention bar 8, and dovetail separation prevention bar 8 and dovetail deep gouge 12 cooperate, connector sleeve
The center position on 3 surfaces is threaded with screw putter 10, and one end of screw putter 10 extends to the inside of adjusting cavity 9 simultaneously
It is hinged with the lateral wall of arc supporting plate 7, for fixing work, three groups of supports is all fixed on the lateral wall at 3 both ends of connector sleeve
Disk 4, and the angle between adjacent supports disk 4 is 120 degree, and three groups of L are all fixed at the corner location at 3 both ends of connector sleeve
Type vertical plate 5, and the angle between adjacent L-type vertical plate 5 is 120 degree, the central axes of L-type vertical plate 5 and 4 axis of support plate
Line is overlapped, work easy to support, and the center on 4 top of support plate is equipped with anti-shake support arm 2, and the top of anti-shake support arm 2 and L-type vertical plate
5 top cooperates, and works for anti-shake.
Working principle：Connection structure makes screw putter 10 push arc in use, first by rotation rotation screw putter 10
Shape supporting plate 7 is moved to be contacted with the surface of tower seat 1 and tower bar 6, is passing through rotation connector sleeve 3, so that the arc on 3 inner sidewall of connector sleeve
Shape sliding sash 14 is matched with the arc tread plate 13 on 6 surface of tower seat 1 and tower bar respectively, 7 meeting of arc supporting plate during rotation
It is located at the guiding on 3 inside one end lateral wall of connector sleeve by tower bar 6 and tower seat 1 to turn chamber 11 and move to guiding to turn 11 side tower seat of chamber
1 at 12 position of dovetail deep gouge on 6 surface of tower bar so that dovetail separation prevention bar 8 of the arc supporting plate 7 far from 9 side both ends of adjusting cavity
It cooperates into inside dovetail deep gouge 12, and with it to prevent tower bar 6 to be detached from tower seat 1, passes through arc sliding sash later
The elastic force effect of fastening spring 16 on 14 outside connector sleeve, 3 inner wall, and push fastening spring 16 far from 3 inner sidewall one end of connector sleeve
Stripper plate 15 tower seat 1 and tower bar 6 are fastened, finally by the support plate 4 and connector sleeve on 3 both ends lateral wall of connector sleeve
The anti-shake support arm 2 at the 4 top center of L-type vertical plate 5 and support plate at 3 both ends corner locations cooperates with each other, and prevents tower seat 1
With rocking for tower bar 6, the use work of connection structure is completed.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
Claims (5)
1. a kind of composite material pole tower tower section connection structure, including tower seat, anti-shake support arm, connector sleeve, screw putter and extruding
Plate, it is characterised in that：The top of the tower seat is equipped with connector sleeve, and the top inside connector sleeve is equipped with tower bar, the tower bar and tower
The lateral wall that seat is located at one end inside connector sleeve is equipped with three groups of guiding and turns chamber, and the adjacent angle turned between chamber that is oriented to is 100
20 degree, the guiding turns the tower seat of chamber side and tower bar surface is all equipped with dovetail deep gouge, and dovetail deep gouge turns chamber phase with guiding
Connection, the guiding turns tower seat on the outside of chamber and tower bar surface is fixed with three groups of arc tread plates, and adjacent arc tread plate it
Between angle be 120 degree, arc sliding sash, and arc are all equipped on the connector sleeve inner sidewall at arc tread plate position
Shape sliding sash and arc tread plate cooperate, and the connector sleeve inner wall on the outside of the arc sliding sash is equipped with three groups of fastening springs, and
Angle between adjacent fastener spring is 120 degree, and the fastening spring is equipped with crowded far from one end of connector sleeve inner sidewall
The center position of pressing plate, the connector sleeve inner sidewall is equipped with three groups of adjusting cavities, and the angle between adjacent adjusting cavity is 100
20 degree, the inside of the adjusting cavity is equipped with arc supporting plate, and arc supporting plate is all fixed with dovetail far from the both ends of adjusting cavity side
Separation prevention bar, and dovetail separation prevention bar and dovetail deep gouge cooperate, and are all fixed with three groups of branch on the lateral wall at the connector sleeve both ends
Support plate, and the angle between adjacent supports disk is 120 degree, is all fixed with three at the corner location at the connector sleeve both ends
Group L-type vertical plate, and the angle between adjacent L-type vertical plate is 120 degree.
2. a kind of composite material pole tower according to claim 1 tower section connection structure, it is characterised in that：The connector sleeve
The center position on surface is threaded with screw putter, and one end of screw putter extends to inside and and the arc of adjusting cavity
The lateral wall of supporting plate is hinged.
3. a kind of composite material pole tower according to claim 1 tower section connection structure, it is characterised in that：The support plate
The center on top is equipped with anti-shake support arm, and the top of anti-shake support arm and the top of L-type vertical plate cooperate.
4. a kind of composite material pole tower according to claim 1 tower section connection structure, it is characterised in that：The L-type is vertical
The central axes of plate with support plate central axes be overlapped.
5. a kind of composite material pole tower according to claim 1 tower section connection structure, it is characterised in that：The arc branch
The length of plate is less than the length of adjusting cavity.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810737204.1A CN108843105B (en) | 2018-07-02 | 2018-07-02 | Tower section connecting structure for composite material tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810737204.1A CN108843105B (en) | 2018-07-02 | 2018-07-02 | Tower section connecting structure for composite material tower |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108843105A true CN108843105A (en) | 2018-11-20 |
| CN108843105B CN108843105B (en) | 2020-04-14 |
Family
ID=64201591
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810737204.1A Active CN108843105B (en) | 2018-07-02 | 2018-07-02 | Tower section connecting structure for composite material tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108843105B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852154A (en) * | 2020-07-28 | 2020-10-30 | 安徽凯越电力杆塔有限公司 | High-strength composite material electric pole |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5175971A (en) * | 1991-06-17 | 1993-01-05 | Mccombs P Roger | Utility power pole system |
| CN101718150A (en) * | 2009-11-06 | 2010-06-02 | 常熟风范电力设备股份有限公司 | Composite material tower and manufacturing process thereof |
| CN101832050A (en) * | 2009-11-06 | 2010-09-15 | 常熟风范电力设备股份有限公司 | Composite material pole tower and manufacturing process thereof |
| CN102979347A (en) * | 2012-12-24 | 2013-03-20 | 武汉理工大学 | Connecting structure of composite material tower rod and ladder supporting seat |
-
2018
- 2018-07-02 CN CN201810737204.1A patent/CN108843105B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5175971A (en) * | 1991-06-17 | 1993-01-05 | Mccombs P Roger | Utility power pole system |
| CN101718150A (en) * | 2009-11-06 | 2010-06-02 | 常熟风范电力设备股份有限公司 | Composite material tower and manufacturing process thereof |
| CN101832050A (en) * | 2009-11-06 | 2010-09-15 | 常熟风范电力设备股份有限公司 | Composite material pole tower and manufacturing process thereof |
| CN102979347A (en) * | 2012-12-24 | 2013-03-20 | 武汉理工大学 | Connecting structure of composite material tower rod and ladder supporting seat |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111852154A (en) * | 2020-07-28 | 2020-10-30 | 安徽凯越电力杆塔有限公司 | High-strength composite material electric pole |
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| Publication number | Publication date |
|---|---|
| CN108843105B (en) | 2020-04-14 |
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