CN105804474B - A kind of unit-combination type steel tower - Google Patents
A kind of unit-combination type steel tower Download PDFInfo
- Publication number
- CN105804474B CN105804474B CN201610350159.5A CN201610350159A CN105804474B CN 105804474 B CN105804474 B CN 105804474B CN 201610350159 A CN201610350159 A CN 201610350159A CN 105804474 B CN105804474 B CN 105804474B
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- column
- rectangular pyramid
- steel tower
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- 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
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
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- 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
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
- E04H12/10—Truss-like structures
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electric Cable Installation (AREA)
Abstract
The present invention relates to a kind of unit-combination type steel tower, including tower body portion, base portion and interconnecting piece, the tower body portion is connected to base portion by interconnecting piece；The tower body portion includes column unit and bar support unit；The bar support unit is fixed between column unit.Superior effect of the invention is：Component units have good interchangeability, and convenient transportation, installation and removal substantially reduce the construction period.
Description
Technical field
The present invention relates to technical field of communication equipment, and in particular to a kind of unit-combination type steel tower.
Background technique
World today's communications industry is being grown rapidly, the following signal covering problem, the demand to communication iron tower
It is increasing.But correspondingly also bring some problems, on the one hand, the tradition steel tower such as angle steel tower, tower mainly leans on numerous
The fixation in bulk of components different in size, that specification is different is welded, and can not be replaced mutually substantially between these components, is making
Scantling calculates during work and blanking is pretty troublesome, and also often occurs component installation location or direction during the installation process
It is improper and cause the phenomenon that doing over again.The communication iron tower built using above-mentioned component, the corresponding construction period is very long, and once pacifies
Dress fault causes to do over again, and not only wastes steel, but also can extend the construction period.Therefore in order to shorten the construction period, installation is reduced
Make mistakes bring negative consequence, an urgent demand research and develop it is a kind of can be easily installed, the component that structural identity is strong, while requiring this
Kind component can be convenient for mass production and buying.
In addition, the specification of the component of conventional tower and the height of tower are corresponding.However the environment around tower body is often sent out
Changing, the steel tower built up may not be able to satisfy current demand because of original tower height, therefore it is required that steel tower is answered after building up
Height is perhaps reduced and traditional steel tower will increase or reduce height if can increase, it usually needs replacement iron tower construction member, and
Replacement component needs to remove original component and re-assemblies；The component newly replaced increases the investment of human and material resources.
Tradition steel tower in the prior art, as shown in Fig. 1, including the tower body on tower seat and setting tower seat, tower body is by standing
Column and brace composition, it is vertical that the column of the tower body has plenty of, and has plenty of inclined, and the specification of column, quantity are all different,
The length and angle of the brace of the tower body change according to the height of tower body.
Tradition steel tower in the prior art existing many disadvantages due to the limitation in terms of self structure, it is difficult to which adaptation is worked as
Modern steel tower development trend and actual demand.In order to overcome above-mentioned traditional steel tower there are many defects, the present inventor combines right for many years
The scientific research and design and manufacture experience of steel tower, propose a kind of easy to produce and assembling unit-combination type steel tower.
Summary of the invention
In order to overcome, existing steel tower construction period is long, be easy to cause installation fault, be not easy to produce in batches and purchase, build
The steel tower for being set as shape is difficult to the defect changed, and the present invention provides a kind of unit-combination type steel tower.
The present invention is achieved through the following technical solutions：A kind of unit-combination type steel tower, including tower body portion, base portion and
Interconnecting piece, the tower body portion are connected to base portion by interconnecting piece；The tower body portion includes column unit and bar support unit；Institute
Bar support unit is stated to be fixed between column unit.
Further, the column unit is connected and composed by 1 column monomer or 2-4 column monomer fixation, described vertical
Column monomer cross section Cheng " ∟ " shape, the cross section by the column unit of 2 column monomer compositions are " T " shape；It is vertical by 3 or 4
The cross section of the column unit of column monomer composition is in " ten " shape.According to different in-site installation conditions, the adjustment for the property of can adapt to
The quantity of the column monomer of column unit, to provide the undertaking ability of different infields, different installation positions.
Further, the tower body portion further includes vertical upright column connector, and 2 column units pass through vertical upright column connector
It links together, the cross section Cheng " ∟ of the vertical upright column connector " shape.Company of the vertical upright column connector as heightening upright post
Fitting, can be as 2 Ge " ∟ " connector of the column unit cross section of shape docking；Can be used as 2 it is "T"-shaped or 2
The connector of the column unit cross section docking of " ten " shape, needs 1-4 vertical upright column connector to be cooperatively connected at this time.
Further, the tower body portion includes at least 2 column units.Due to single column unit support effect and branch
Support height is restricted, and general tower body portion is made of several layers column unit, configures quantity according to the requirement for height of steel tower
Reasonable column unit and suitable tower body gradient, the tower body gradient refer to the quantity of the column unit of tower body lower layer more than tower
The quantity of body upper layer column unit.The column unit in tower body portion can be made in advance according to design requirement；Several column unit groups
At tower body portion can also be made in advance.
Further, caulking groove of the bar support unit by the body of rod and positioned at body of rod both ends is constituted, the caulking groove
Groove width is 2 times of the column monomer wall thickness, and the column unit is fixed in caulking groove.Thickness as caulking groove be in order to
"T"-shaped or " ten " shape column unit is facilitated to be fixed in caulking groove.
Further, the caulking groove further includes inlay card gasket, when the column unit of caulking groove connection is by single column list
When body is constituted, inlay card gasket and column unit and the caulking groove interference fit by single column monomer composition.Inlay card gasket makes
With so that the stability of caulking groove and column unit is further reinforced.
Further, the bar support unit includes cross-bar unit and brace unit, the cross-bar unit and brace unit
The formula of being alternately arranged is fixed between column unit.The brace unit can also be arranged in a crossed manner between 2 cross-bar units；
The bar support unit widens tower body portion by connecting adjacent column unit.
Further, the base portion includes ground link unit, connecting plate and bolt sphere, and the bolt sphere is fixed on company
On fishplate bar, 8 ground link units are fixedly connected into rectangular pyramid base unit by 5 bolt spheres, and the rectangular pyramid basis is single
The connecting plate of first bottom surface is downward, and the connecting plate on rectangular pyramid base unit vertex is upward, every 2 be fixedly connected side by side it is tetragonous
It bores base unit and shares 2 bolt spheres and 1 ground link unit, the base portion includes at least 2 rectangular pyramid base units.
The rectangular pyramid base unit of the base portion can be made in advance, and the base portion of several rectangular pyramid base unit compositions also can be pre-
First it is made.
Further, the connecting plate on rectangular pyramid base unit vertex is fixedly connected with interconnecting piece；The rectangular pyramid base
The connecting plate of plinth unit bottom surface can connect next layer of rectangular pyramid base unit.Made by connecting next layer of rectangular pyramid base unit
Base portion it is vertical to there is multilayer；The connecting plate for the rectangular pyramid base unit bottom surface not connecting with his structure is entire base portion
Bottom.
Further, the rectangular pyramid base unit further includes cover board, and it is single that the cover board is overlapped on the rectangular pyramid basis
On the connecting plate of first bottom surface.
Further, clump weight can be loaded on cover board, to reinforce the stability of steel tower.
Compared with prior art, superior effect of the invention is：
1, the base portion in column unit of the present invention forms tower body portion and the rectangular pyramid base unit composition is all
Can be made in advance, convenient for batch production, buying, transport, installation, disassembly and repacking, saved production cost, transportation cost and
Installation cost.
2, the tower body portion of steel tower of the present invention includes at least 2 column units；List is supported by bar between column unit
Member is fixedly connected, and the fixed more column units of lateral connection can widen tower body portion；By vertically standing between column unit
Column connector is fixedly connected, and vertical upright column is connected and fixed more column units, can increase tower body portion, to adapt to different use
The actual needs at family, different installation sites.
3, steel tower of the present invention is made of column unit, rectangular pyramid base unit, bar support unit and interconnecting piece, described
Component units have good interchangeability, have not only saved the time of construction personnel's identification means at the construction field (site), but also prevent to connect
Mistake causes the waste of construction time and material.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of traditional steel tower；
Fig. 2 is the structural schematic diagram of unit-combination type steel tower of the present invention；
Fig. 3 is the structural schematic diagram that vertical upright column connector of the present invention connects 2 column units；
Fig. 4 is the structural schematic diagram of bar support unit of the present invention and inlay card gasket；
Fig. 5 is the structural schematic diagram of interconnecting piece of the present invention；
Fig. 6 is the structural schematic diagram of monomer rectangular pyramid base unit according to the present invention；
Fig. 7 is the structural representation of the base portion according to the present invention formed vertically to the rectangular pyramid base unit for 2 layers
Figure.
Appended drawing 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 gasket, 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 board, 3- interconnecting piece.
Specific embodiment
The specific embodiment of the invention is described in further detail with reference to the accompanying drawing.
As shown in attached drawing 2, attached drawing 5, steel tower of the present invention includes tower body portion 1, base portion 2 and interconnecting piece 3, the tower body
Portion 1 is connected to base portion 2 by interconnecting piece 3；The tower body portion 1 includes column unit 11 and bar support unit 12；The bar branch
Support unit 12 is fixed between column unit 11.
The bar support unit 12 includes cross-bar unit 121 and brace unit 122, the cross-bar unit 121 and brace list
Member 122 is alternately arranged formula and is fixed between column unit 11.
The column unit 11 is fixedly connected and is constituted by 1 column monomer 111 or 2-4 column monomer 111, the column
The cross section of 111 cross section Cheng " ∟ of monomer " shape, the column unit 11 being made of 2 column monomers 111 is " T " shape；By 3 or
The cross section of the column unit 11 of 4 column monomers 111 composition is in " ten " shape.
The tower body portion 1 includes at least 2 column units 11.
As shown in Fig. 3, the tower body portion 1 further includes 13,2 column units 11 of vertical upright column connector by vertically standing
Column connector 13 links together, the cross section Cheng " ∟ of the vertical upright column connector 13 " shape.
As shown in Fig. 4, caulking groove 1201 of the bar support unit 12 by the body of rod 1202 and positioned at 1202 both ends of the body of rod
It constitutes, the groove width of the caulking groove 1201 is 2 times of 111 wall thickness of column monomer, and the column unit 11 is fixed on inlay card
In slot 1201；The caulking groove 1201 further includes inlay card gasket 1203, when the column unit 11 that caulking groove 1201 connects is by single
When column monomer 111 is constituted, inlay card gasket 1203 and the column unit 11 and caulking groove 1201 that are made of single column monomer 111
Interference fit.
As shown in attached drawing 6, attached drawing 7, the base portion 2 includes ground link unit 21, connecting plate 22 and bolt sphere 23, institute
It states bolt sphere 23 to be fixed on connecting plate 22,8 ground link units 21 are fixedly connected into rectangular pyramid base by 5 bolt spheres 23
The connecting plate 22 of plinth unit 20,20 bottom surface of rectangular pyramid base unit is downward, the company on 20 vertex of rectangular pyramid base unit
Upwards, the every 2 rectangular pyramid base units 20 being fixedly connected side by side share 2 bolt sphere 23 and 1 ground link lists to fishplate bar 22
Member 21, the base portion 2 include at least 2 rectangular pyramid base units 20；The connecting plate on 20 vertex of rectangular pyramid base unit
22 are fixedly connected with interconnecting piece 3；The connecting plate 22 of 20 bottom surface of rectangular pyramid base unit can connect next layer of rectangular pyramid base
Plinth unit 20.
As shown in Fig. 6, the rectangular pyramid base unit 20 further includes cover board 24, and the cover board 24 is overlapped on described tetragonous
On the connecting plate 22 for boring 20 bottom surface of base unit.
Present invention is not limited to the embodiments described above, without departing from the essence of the present invention, this field skill
Any deformation, improvement, the replacement that art personnel are contemplated that each fall within protection scope of the present invention.
Claims (6)
1. a kind of unit-combination type steel tower, including tower body portion, base portion and interconnecting piece, the tower body portion is connected to by interconnecting piece
Base portion；It is characterized in that, the tower body portion includes column unit and bar support unit；The bar support unit is fixed at
Between column unit；The base portion includes ground link unit, connecting plate and bolt sphere, and the bolt sphere is fixed on connecting plate
On, 8 ground link units are fixedly connected into rectangular pyramid base unit, rectangular pyramid base unit bottom by 5 bolt spheres
The connecting plate in face is downward, and the connecting plate on rectangular pyramid base unit vertex is upward, the every 2 rectangular pyramid bases being fixedly connected side by side
2 bolt spheres of plinth units shared and 1 ground link unit, the base portion include at least 2 rectangular pyramid base units；
The connecting plate on rectangular pyramid base unit vertex is fixedly connected with interconnecting piece；The company of rectangular pyramid base unit bottom surface
Fishplate bar can connect next layer of rectangular pyramid base unit；
The rectangular pyramid base unit further includes cover board, and the cover board is overlapped on the connecting plate of rectangular pyramid base unit bottom surface
On；
The column unit is connected and composed by 1 column monomer or 2-4 column monomer fixation, and column monomer cross section is in
" ∟ " shape, the cross section by the column unit of 2 column monomer compositions are " T " shape；By the vertical of 3 or 4 column monomer compositions
The cross section of pole unit is in " ten " shape.
2. unit-combination type steel tower according to claim 1, which is characterized in that the tower body portion further includes that vertical upright column connects
Fitting, 2 column units are linked together by vertical upright column connector, the cross section Cheng " ∟ of the vertical upright column connector "
Shape.
3. unit-combination type steel tower according to claim 1, which is characterized in that the tower body portion includes at least 2 columns
Unit.
4. unit-combination type steel tower according to claim 1, which is characterized in that the bar support unit is by the body of rod and is located at
The caulking groove at body of rod both ends is constituted, and the groove width of the caulking groove is 2 times of the column monomer wall thickness, and the column unit is fixed
In caulking groove.
5. unit-combination type steel tower according to claim 4, which is characterized in that the caulking groove further includes inlay card gasket,
The column unit of caulking groove connection is made of single column monomer, inlay card gasket and the column unit by single column monomer composition
It is interference fitted with caulking groove.
6. unit-combination type steel tower according to claim 1 or 4, which is characterized in that the bar support unit includes cross bar
Unit and brace unit, the cross-bar unit and brace units alternately arranged type are fixed between column unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610350159.5A CN105804474B (en) | 2016-05-24 | 2016-05-24 | A kind of unit-combination type steel tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610350159.5A CN105804474B (en) | 2016-05-24 | 2016-05-24 | A kind of unit-combination type steel tower |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105804474A CN105804474A (en) | 2016-07-27 |
| CN105804474B true CN105804474B (en) | 2018-11-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610350159.5A Active CN105804474B (en) | 2016-05-24 | 2016-05-24 | A kind of unit-combination type steel tower |
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| Country | Link |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000110407A (en) * | 1998-10-06 | 2000-04-18 | Hokkaido Electric Power Co Inc:The | Tower body raising construction method |
| CN203821593U (en) * | 2014-05-13 | 2014-09-10 | 郭成顺 | Curved-surface grid structure with adjustable curvature |
| CN204754404U (en) * | 2015-07-31 | 2015-11-11 | 王勇 | Box -like iron tower of unique tuple |
| CN105386604A (en) * | 2015-10-09 | 2016-03-09 | 多维联合集团有限公司 | High altitude grid structure mounting method |
| CN205654161U (en) * | 2016-05-24 | 2016-10-19 | 王勇 | Box -like iron tower of unique tuple |
-
2016
- 2016-05-24 CN CN201610350159.5A patent/CN105804474B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000110407A (en) * | 1998-10-06 | 2000-04-18 | Hokkaido Electric Power Co Inc:The | Tower body raising construction method |
| CN203821593U (en) * | 2014-05-13 | 2014-09-10 | 郭成顺 | Curved-surface grid structure with adjustable curvature |
| CN204754404U (en) * | 2015-07-31 | 2015-11-11 | 王勇 | Box -like iron tower of unique tuple |
| CN105386604A (en) * | 2015-10-09 | 2016-03-09 | 多维联合集团有限公司 | High altitude grid structure mounting method |
| CN205654161U (en) * | 2016-05-24 | 2016-10-19 | 王勇 | Box -like iron tower of unique tuple |
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| Publication number | Publication date |
|---|---|
| CN105804474A (en) | 2016-07-27 |
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