CN205654161U - Box -like iron tower of unique tuple - Google Patents
Box -like iron tower of unique tuple Download PDFInfo
- Publication number
- CN205654161U CN205654161U CN201620480048.1U CN201620480048U CN205654161U CN 205654161 U CN205654161 U CN 205654161U CN 201620480048 U CN201620480048 U CN 201620480048U CN 205654161 U CN205654161 U CN 205654161U
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- China
- Prior art keywords
- unit
- column
- rectangular pyramid
- steel tower
- type steel
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Abstract
The utility model relates to a box -like iron tower of unique tuple, including tower body portion, base portion and connecting portion, tower body portion connects in base portion through connecting portion, tower body portion includes column unit and pole support element, pole support element is fixed to be set up between column unit. The utility model discloses a superior effect lies in: constituteing the unit and having good interchangeability, construction period has been shortened greatly in convenient transportation, installation and dismantlement.
Description
Technical field
This utility model relates to technical field of communication equipment, is specifically related to a kind of unit-combination type steel tower.
Background technology
The demand of communication iron tower just at fast development, thing followed signal covering problem, is more come by world today's communications industry
The biggest.But the most also bring some problems, on the one hand, the tradition steel tower such as angle steel tower, pipe tower is mainly by numerous length
Short differ, component that specification is different is in bulk fixing or is welded, and substantially can not mutually replace between these components, in system
During work, scantling calculates and blanking is the most pretty troublesome, and the most often occurs component installation location or direction in installation process
Improper and cause the phenomenon done over again.Utilizing the communication iron tower that above-mentioned component is built, the corresponding construction period is the longest, and once
Installation error causes does over again, and not only wastes steel, and can extend the construction period.Therefore to shorten the construction period, reduce
The negative consequence brought of error is installed, the component that an urgent demand research and development are a kind of can be easily installed, structural identity is strong, simultaneously
Require that this component can be easy to mass production and buying.
It addition, the specification of the component of conventional tower is corresponding with the height of tower.But the environment around tower body often becomes
Changing, the steel tower built up may can not meet current demand because of original tower height, therefore it is required that steel tower should be able to after building up
Increase or reduce height, and if tradition steel tower to increase or to reduce height, it usually needs replacing iron tower construction member, and more
Change component to need to remove original component and re-assembly；The new component changed, adds the input of human and material resources.
Tradition steel tower of the prior art, as shown in Figure 1, including tower seat and arrange the tower body on tower seat, tower body is by column
And brace composition, it is vertical that the column of this tower body has plenty of, and has plenty of inclination, and the specification of column, quantity all differ,
Length and the angle of the brace of this tower body change according to the height of tower body.
The many disadvantages that tradition steel tower of the prior art exists due to the restriction in terms of self structure, it is difficult to adapt to current ferrum
Tower development trend and actual demand.In order to overcome above-mentioned tradition steel tower to there is many defects, the present inventor combines for many years to steel tower
Scientific research with manufacture and design experience, propose a kind of be easy to produce and assemble unit-combination type steel tower.
Utility model content
In order to overcome existing steel tower construction period length, easily cause installation error, be not easy to batch production and buying, build
The steel tower shaped is difficult to the defect changed, and this utility model provides a kind of unit-combination type steel tower.
This utility model is achieved by the following technical solution: a kind of unit-combination type steel tower, including tower body portion, base portion
And connecting portion, described tower body portion is connected to base portion by connecting portion；Described tower body portion includes column unit and bar support unit；
Described bar support unit is fixedly installed between column unit.
Further, described column unit is fixed connected and composed by 1 column monomer or 2-4 column monomer, described column
Monomer cross section is in " " shape, and the cross section of the column unit being made up of 2 column monomers is " T " shape；By 3 or 4
The cross section of the column unit of individual column monomer composition is in " ten " shape.According to different in-site installation conditions, it is possible to adaptability
The quantity of column monomer adjusting column unit, thus provide different infield, the undertaking ability of different installation position.
Further, described tower body portion also includes vertical upright column connector, and 2 column units are by vertical upright column connector even
Being connected together, the cross section of described vertical upright column connector is in " " shape.Vertical upright column connector is as the company of heightening upright post
Fitting, it is possible to as the connector of the column unit cross section docking of 2 " " shapes；Can be used as 2 "T"-shaped
Or the connector of the column unit cross section docking of 2 " ten " shapes, now need 1-4 vertical upright column connector to coordinate even
Connect.
Further, described tower body portion at least includes 2 column units.Due to single column unit support effect and support
The most all it is restricted, if tower body portion is generally made up of dried layer column unit, configures according to the requirement for height of steel tower corresponding vertical
Pole unit and tower body gradient, described tower body gradient refers to that the quantity of the column unit of tower body lower floor is more than tower body upper strata column unit
Quantity.The column unit in tower body portion can prepare in advance according to design requirement；Also can in the tower body portion of some column units composition
Enough prepare in advance.
Further, described bar support unit is made up of the body of rod and the caulking groove being positioned at body of rod two ends, the groove width of described caulking groove
For 2 times of described column monomer wall thickness, described column unit is fixed in caulking groove.The such thickness of caulking groove is for side
The most "T"-shaped or " ten " shape column unit is fixed in caulking groove.
Further, described caulking groove also includes inlay card pad, when the column unit of caulking groove connection is by single column monomer structure
Cheng Shi, inlay card pad and the column unit being made up of single column monomer and caulking groove interference fit.The use of inlay card pad,
The steadiness making caulking groove and column unit is further strengthened.
Further, described bar support unit includes cross-bar unit and brace unit, described cross-bar unit and brace units alternately
Arranged type is fixedly installed between column unit.Described brace unit can also be arranged in a crossed manner between 2 cross-bar unit；Institute
State bar support unit and make tower body portion widen by connecting adjacent column unit.
Further, described base portion includes that ground link unit, connecting plate and bolt sphere, described bolt sphere are fixed on connection
On plate, 8 ground link unit are fixedly connected into rectangular pyramid base unit by 5 bolt sphere, and described rectangular pyramid basis is single
The connecting plate of unit bottom surface is downward, and the connecting plate on described rectangular pyramid base unit summit upwards, fixes four connected for every 2 side by side
Pyramid base unit shares 2 bolt sphere and 1 ground link unit, and described base portion at least includes 2 rectangular pyramid bases
Unit.The rectangular pyramid base unit of described base portion can prepare in advance, and the base portion of some rectangular pyramid base units composition is also
Can prepare in advance.
Further, the connecting plate on described rectangular pyramid base unit summit is fixing with connecting portion is connected；Described rectangular pyramid basis is single
The connecting plate of unit bottom surface can connect next layer of rectangular pyramid base unit.Pedestal is made by connecting next layer of rectangular pyramid base unit
Portion vertical to there being multilamellar；The connecting plate of the rectangular pyramid base unit bottom surface not being connected with his structure is the end of whole base portion
Layer.
Further, described rectangular pyramid base unit also includes that cover plate, described cover plate are overlapped at the bottom of described rectangular pyramid base unit
On the connecting plate in face.
Further, cover plate can load balancing weight, to strengthen the steadiness of steel tower.
Compared with prior art, superior effect of the present utility model is:
1, column unit described in the utility model composition tower body portion and described rectangular pyramid base unit composition base portion all
Can prepare in advance, it is simple to batch production, buying, transport, install, dismantle and reequip, saved production cost, transport
Cost and installation cost.
2, the tower body portion of steel tower described in the utility model at least includes 2 column units；Supported by bar between column unit
The fixing connection of unit, lateral connection fixes more column unit, it is possible to widen tower body portion；By perpendicular between column unit
To the fixing connection of column connecting piece, vertical upright column connects fixing more column unit, it is possible to increase tower body portion, to adapt to not
With user, being actually needed of different installation sites.
3, steel tower described in the utility model is made up of column unit, rectangular pyramid base unit, bar support unit and connecting portion,
Described component units has good interchangeability, has both saved the time of workmen's identification means at the construction field (site), stops again appearance
Connection error causes the waste of engineering time and material.
Accompanying drawing explanation
Fig. 1 is the structural representation of tradition steel tower；
Fig. 2 is the structural representation of unit-combination type steel tower described in the utility model；
Fig. 3 is the structural representation that vertical upright column connector described in the utility model connects 2 column units；
Fig. 4 is bar support unit described in the utility model and the structural representation of inlay card pad；
Fig. 5 is the structural representation of connecting portion described in the utility model；
Fig. 6 is the structural representation of the monomer rectangular pyramid base unit involved by this utility model；
Fig. 7 is the structural representation of the vertical base portion formed to the rectangular pyramid base unit for 2 layers involved by this utility model
Figure.
Reference is as follows:
1-tower body portion, 11-column unit, 111-column monomer, 12-bar support unit, 121-cross-bar unit, 122-brace
Unit, 1201-caulking groove, the 1202-body of rod, 1203-inlay card pad, 13-vertical upright column connector, 2-base portion, 20-
Rectangular pyramid base unit, 21-ground link unit, 22-connecting plate, 23-bolt sphere, 24-cover plate, 3-connecting portion.
Detailed description of the invention
Below in conjunction with the accompanying drawings this utility model detailed description of the invention is described in further detail.
As shown in accompanying drawing 2, accompanying drawing 5, steel tower described in the utility model includes tower body portion 1, base portion 2 and connecting portion 3, institute
State tower body portion 1 and be connected to base portion 2 by connecting portion 3；Described tower body portion 1 includes column unit 11 and bar support unit
12；Described bar support unit 12 is fixedly installed between column unit 11.
Described bar support unit 12 includes cross-bar unit 121 and brace unit 122, described cross-bar unit 121 and brace unit
122 alternately arranged formulas are fixedly installed between column unit 11.
Described column unit 11 is fixed connected and composed by 1 column monomer 111 or 2-4 column monomer 111, described vertical
Post monomer 111 cross section is in " " shape, and the cross section of the column unit 11 being made up of 2 column monomers 111 is in " T "
Shape；The cross section of the column unit 11 being made up of 3 or 4 column monomers 111 is in " ten " shape.
Described tower body portion 1 at least includes 2 column units 11.
As shown in Figure 3, described tower body portion 1 also includes that 13,2 column units of vertical upright column connector 11 are by vertical
Column connecting piece 13 links together, and the cross section of described vertical upright column connector 13 is in " " shape.
As shown in Figure 4, described bar support unit 12 is by the body of rod 1202 and the caulking groove 1201 being positioned at the body of rod 1202 two ends
Constituting, the groove width of described caulking groove 1201 is 2 times of described column monomer 111 wall thickness, and described column unit 11 is fixed on
In caulking groove 1201；Described caulking groove 1201 also includes inlay card pad 1203, when the column unit that caulking groove 1201 connects
11 when being made up of single column monomer 111, inlay card pad 1203 and the column unit 11 being made up of single column monomer 111
With caulking groove 1201 interference fit.
As shown in accompanying drawing 6, accompanying drawing 7, described base portion 2 includes ground link unit 21, connecting plate 22 and bolt sphere 23,
Described bolt sphere 23 is fixed on connecting plate 22, and 8 ground link unit 21 are fixedly connected into by 5 bolt sphere 23
Rectangular pyramid base unit 20, the connecting plate 22 of described rectangular pyramid base unit 20 bottom surface is downward, described rectangular pyramid base unit
Upwards, every 2 rectangular pyramid base units 20 fixing connection side by side share 2 bolt sphere 23 to the connecting plate 22 on 20 summits
With 1 ground link unit 21, described base portion 2 at least includes 2 rectangular pyramid base units 20；Described rectangular pyramid base
The connecting plate 22 on plinth unit 20 summit is fixing with connecting portion 3 to be connected；The connecting plate of described rectangular pyramid base unit 20 bottom surface
22 can connect next layer of rectangular pyramid base unit 20.
As shown in Figure 6, described rectangular pyramid base unit 20 also includes that cover plate 24, described cover plate 24 are overlapped on described four ribs
On the connecting plate 22 of cone base unit 20 bottom surface.
This utility model is not limited to above-mentioned embodiment, in the case of without departing substantially from flesh and blood of the present utility model, and ability
Field technique personnel it is contemplated that any deformation, improve, replace and each fall within protection domain of the present utility model.
Claims (10)
1. a unit-combination type steel tower, including tower body portion, base portion and connecting portion, described tower body portion is connected to by connecting portion
Base portion；It is characterized in that, described tower body portion includes column unit and bar support unit；Described bar support unit is fixedly installed on
Between column unit.
Unit-combination type steel tower the most according to claim 1, it is characterised in that described column unit is by 1 column monomer
Or 2-4 column monomer is fixing connects and composes, described column monomer cross section, in " " shape, is made up of 2 column monomers
The cross section of column unit is " T " shape；The cross section of the column unit being made up of 3 or 4 column monomers is in " ten " shape.
Unit-combination type steel tower the most according to claim 1, it is characterised in that described tower body portion also includes that vertical upright column is even
Fitting, 2 column units are linked together by vertical upright column connector, and the cross section of described vertical upright column connector is in " "
Shape.
Unit-combination type steel tower the most according to claim 1, it is characterised in that described tower body portion at least includes 2 columns
Unit.
Unit-combination type steel tower the most according to claim 1, it is characterised in that described bar support unit is by the body of rod and is positioned at
The caulking groove at body of rod two ends is constituted, and the groove width of described caulking groove is 2 times of described column monomer wall thickness, and described column unit is fixed
In caulking groove.
Unit-combination type steel tower the most according to claim 5, it is characterised in that described caulking groove also includes inlay card pad,
The column unit that caulking groove connects is made up of single column monomer, inlay card pad and the column unit that is made up of single column monomer with
Caulking groove interference fit.
Unit-combination type steel tower the most according to claim 1 or 5, it is characterised in that described bar support unit includes cross bar
Unit and brace unit, described cross-bar unit and brace units alternately arranged type are fixedly installed between column unit.
Unit-combination type steel tower the most according to claim 1, it is characterised in that described base portion include ground link unit,
Connecting plate and bolt sphere, described bolt sphere is fixed on connecting plate, and 8 ground link unit connect by 5 bolt sphere are fixing
Becoming rectangular pyramid base unit, the connecting plate of described rectangular pyramid base unit bottom surface is downward, the company on described rectangular pyramid base unit summit
Upwards, every 2 rectangular pyramid base units fixing connection side by side share 2 bolt sphere and 1 ground link unit, institute to fishplate bar
State base portion and at least include 2 rectangular pyramid base units.
Unit-combination type steel tower the most according to claim 8, it is characterised in that the company on described rectangular pyramid base unit summit
Fishplate bar is fixing with connecting portion to be connected；The connecting plate of described rectangular pyramid base unit bottom surface can connect next layer of rectangular pyramid base unit.
Unit-combination type steel tower the most according to claim 8, it is characterised in that described rectangular pyramid base unit also includes
Cover plate, described cover plate is overlapped on the connecting plate of described rectangular pyramid base unit bottom surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620480048.1U CN205654161U (en) | 2016-05-24 | 2016-05-24 | Box -like iron tower of unique tuple |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620480048.1U CN205654161U (en) | 2016-05-24 | 2016-05-24 | Box -like iron tower of unique tuple |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205654161U true CN205654161U (en) | 2016-10-19 |
Family
ID=57404272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620480048.1U Expired - Fee Related CN205654161U (en) | 2016-05-24 | 2016-05-24 | Box -like iron tower of unique tuple |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205654161U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804474A (en) * | 2016-05-24 | 2016-07-27 | 王勇 | Unit combined iron tower |
-
2016
- 2016-05-24 CN CN201620480048.1U patent/CN205654161U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804474A (en) * | 2016-05-24 | 2016-07-27 | 王勇 | Unit combined iron tower |
| CN105804474B (en) * | 2016-05-24 | 2018-11-20 | 王勇 | A kind of unit-combination type steel tower |
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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: 20161019 Termination date: 20210524 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |