CN205476761U - Communication tower - Google Patents
Communication tower Download PDFInfo
- Publication number
- CN205476761U CN205476761U CN201620016186.4U CN201620016186U CN205476761U CN 205476761 U CN205476761 U CN 205476761U CN 201620016186 U CN201620016186 U CN 201620016186U CN 205476761 U CN205476761 U CN 205476761U
- Authority
- CN
- China
- Prior art keywords
- communication tower
- rod member
- main rod
- steel
- connector
- Prior art date
- 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.)
- Expired - Fee Related
Links
- 238000004891 communication Methods 0.000 title claims abstract description 70
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 56
- 229910000831 Steel Inorganic materials 0.000 claims description 57
- 239000010959 steel Substances 0.000 claims description 57
- 238000003466 welding Methods 0.000 claims description 10
- 239000007787 solid Substances 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 9
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 241000233855 Orchidaceae Species 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Wood Science & Technology (AREA)
- Electric Cable Installation (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Suspension Of Electric Lines Or Cables (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a communication tower, communication tower include mobile jib spare and with the flange that mobile jib spare tip links to each other, the flange is used for fixing mobile jib spare, communication tower still includes: reinforce the member, it fixes to reinforce the member parallel on the mobile jib spare, the tip of reinforcing the member still with the flange links to each other. The utility model discloses can increase communication tower's bearing capacity to the installation is simple.
Description
Technical field
This utility model relates to technical field of communication equipment, particularly relates to a kind of communication tower.
Background technology
Along with the construction of 4G network, the demand of sharing site, network extension gets more and more, and needs existing
Communication tower on increase antenna.
But when increasing antenna on existing communication tower, existing communication tower can exist rod member stress ratio to transfinite
Situation, i.e. communication tower load bearing capability of a member are not enough.
Utility model content
Main purpose of the present utility model is to propose a kind of communication tower, it is intended to solve the carrying of communication tower rod member
Hypodynamic technical problem.
For achieving the above object, a kind of communication tower that this utility model provides, described communication tower includes mobile jib
Part and the flange being connected with described main rod end, described flange is used for fixing described main rod, its feature
Being, described communication tower also includes: reinforcing rod member, described reinforcing rod member is parallel is fixed on described main rod
On, the end of described reinforcing rod member is also connected with described flange.
Preferably, described communication tower also includes connector, and described connector is for putting down described reinforcing rod member
Row is fixed on described main rod.
Preferably, described reinforcing rod member is fixed on described main rod by described connector by bolt.
Preferably, described reinforcing rod member is T-steel, and described T-steel includes that both sides are orthogonal T-shaped
Strip steel, described connector is bolted in described T-steel at least, by described T-shaped
Steel is fixed on described main rod.
Preferably, described reinforcing rod member is angle steel, and described angle steel includes the orthogonal shape at a right angle in both sides
Strip steel, described connector is bolted in described angle steel at least, is fixed by described angle steel
On described main rod.
Preferably, described connector includes that anchor ear, described anchor ear are used for embracing described main rod, and passes through
Described reinforcing rod member fixed by bolt.
Preferably, described communication tower also includes the connector welded with described reinforcing Rod end, described in add
Gu rod member is by described connector and described Flange joint.
Preferably, described connector includes: the first end plate, riser and the second end plate, described first end plate
Weld with described reinforcing Rod end；One end of described riser is welded with described first end plate, the other end with
Described second end plate welding；Described second end plate and described flange welding.
Preferably, described second end plate is bolted on described flange.
This utility model communication tower includes main rod and the flange being connected with described main rod end, described method
Orchid is used for fixing described main rod, and described communication tower also includes: reinforcing rod member, described reinforcing rod member is parallel
Being fixed on described main rod, the end of described reinforcing rod member is also connected with described flange.By above-mentioned side
Formula, this utility model communication tower increases on the basis of existing communication tower fixes the reinforcing being connected with main rod
Rod member, and the end of described reinforcing rod member is also connected with described flange, so that described reinforcing rod member
With described main rod cooperative bearing, thus add the bearing capacity of communication tower；And can be in original communication
Reinforce on tower foundation, it is not necessary to dismounting communication tower, convenient installation.
Accompanying drawing explanation
Fig. 1 is the structural representation of this utility model communication tower first embodiment；
Fig. 2 is the partial structurtes schematic diagram of this utility model communication tower the second embodiment；
Fig. 3 is anchor ear position schematic cross-section in this utility model communication tower the second embodiment；
Fig. 4 is the partial structurtes schematic diagram of this utility model communication tower the 3rd embodiment；
Fig. 5 is this utility model the 3rd embodiment Section A-A schematic diagram；
Fig. 6 is this utility model the 3rd embodiment section B-B schematic diagram；
Fig. 7 is an anchor ear position schematic cross-section in this utility model communication tower the 3rd embodiment；
Fig. 8 is another anchor ear position schematic cross-section in this utility model communication tower the 3rd embodiment；
Fig. 9 is a partial structurtes schematic diagram of this utility model communication tower the 4th embodiment；
Figure 10 is another partial structurtes schematic diagram of this utility model communication tower the 4th embodiment.
The realization of this utility model purpose, functional characteristics and advantage will in conjunction with the embodiments, do referring to the drawings into
One step explanation.
Detailed description of the invention
Should be appreciated that specific embodiment described herein, and need not only in order to explain this utility model
In limiting this utility model.
This utility model provides a kind of communication tower.
With reference to the structural representation that Fig. 1, Fig. 1 are this utility model communication tower first embodiment.
In the present embodiment, this communication tower includes:
Main rod 10 and the flange 20 being connected with described main rod 10 end, described flange 20 is used for fixing
Described main rod 10, specifically, described main rod 10 end is connected with flange 20, certainly by welding
Described main rod 10 end is connected with flange 20 by other means, is such as connected by bolt；Described
Flange 20 is for being fixed on ground by connected main rod 10, if certainly at main rod 10
Two ends are respectively arranged with a flange 20, and described flange 20 can be also used for connecting two main rods 10.
Described communication tower also includes: reinforcing rod member 30, described reinforcing rod member is parallel is fixed on described main rod
On, the end of described reinforcing rod member 30 is also connected with described flange 20.Specifically, the present embodiment adds
Gu rod member 30 is identical with main rod 10 length, reinforce between rod member 30 and main rod 10 flat by welding
Row is fixing, is embodied as middle reinforcing rod member 30 and can also differ with main rod 10 length, it is also possible to logical
Cross other modes to be connected, such as reinforce rod member 30 and be connected by bolt with main rod 10.
In the present embodiment, each main rod 10 correspondence position is provided with two and reinforces rod member 30, in being embodied as
The reinforcing rod member 30 of respective numbers according to the actual requirements, can be provided with at each main rod 10 correspondence position.
For strengthening reinforcing rod member 30 and the cooperative bearing ability of main rod 10 and convenient construction personnel, s, this reality are installed
Execute communication tower described in example and also include connector 40, reinforce rod member 30 and be separated by suitable distance with main rod 10,
It is fixed on parallel for described reinforcing rod member 30 on described main rod 10 by connector 40 so that reinforce bar
Part 30 and main rod 10 connect into an entirety, and specifically, described connector 40 passes through bolt by described
Reinforce rod member 30 to be fixed on described main rod 10, it is ensured that reinforcing rod member 30 is collaborative with main rod 10 to be subject to
Power, connector 40 can be that anchor ear, bolt etc. directly or indirectly can will reinforce rod member 30 and mobile jib
Part 10 connects into an overall part.
This utility model communication tower includes main rod and the flange being connected with described main rod end, described method
Orchid is used for fixing described main rod, and described communication tower also includes: reinforcing rod member, described reinforcing rod member is parallel
Being fixed on described main rod, the end of described reinforcing rod member is also connected with described flange.By above-mentioned side
Formula, this utility model communication tower increases on the basis of existing communication tower fixes the reinforcing being connected with main rod
Rod member, and the end of described reinforcing rod member is also connected with described flange, so that described reinforcing rod member
With described main rod cooperative bearing, thus add the bearing capacity of communication tower；And can be in original communication
Reinforce on tower foundation, it is not necessary to dismounting communication tower, convenient installation.
With reference to the partial structurtes schematic diagram that Fig. 2, Fig. 2 are this utility model communication tower the second embodiment；
Based on this utility model communication tower first embodiment, reinforcing rod member 30 in the present embodiment is T-steel, institute
Stating T-steel and include the orthogonal T-shaped strip steel 31 and 32 in both sides, described connector 40 passes through bolt
Connecting in described T-steel at least on one side, be fixed on described main rod 10 by described T-steel, T-steel is relative
Circular steel takes up room little.It is embodied as the steel that middle reinforcing rod member 30 can be other shapes.
In general communication tower, the cross section of main rod 10 is circular, sets around main rod 10 for as much as possible
Put reinforcing rod member 30 (to reinforce the distance too conference between rod member 30 and main rod 10 and affect the effect of cooperative bearing
Really), and increase reinforcing rod member 30 is made easily to install on the basis of not changing existing communication tower, this enforcement
Reinforcing rod member 30 in example is T-steel, and connector 40 includes that anchor ear, described anchor ear are used for embracing described main rod
10, and be bolted described reinforcing rod member 30, i.e. fix T-steel, specifically, as it is shown on figure 3, T
Shaped steel includes the orthogonal T-shaped strip steel 31 and 32 in both sides, and strip steel 31 are provided with and anchor ear
The bolt hole that upper bolt hole is corresponding, described anchor ear embraces described main rod 10, then by bolt through institute
State the bolt hole arranged on the bolt hole and strip steel 31 that anchor ear two ends arrange, thus by T-steel and master
Rod member 10 connects, it is achieved T-steel and main rod 10 cooperative bearing.Can also be passed through other in being embodied as
T-steel is connected by mode with main rod 10, is such as fixed with main rod 10 by T-steel by the way of welding
Connect.Strip steel 32 in described T-steel can also be fixed by anchor ear in more enforcement, thus will
Described T-steel is fixed on described main rod 10, certainly can also connect in described T-steel two by anchor ear
The strip steel on limit, are fixed on described T-steel on described main rod 10.
With reference to the partial structurtes schematic diagram that Fig. 4, Fig. 4 are this utility model communication tower the 3rd embodiment.
Based on this utility model communication tower first embodiment, reinforcing rod member 30 described in the present embodiment is angle steel,
Described angle steel includes that the strip steel 33 and 34 of the orthogonal shape at a right angle in both sides, described connector 40 lead to
Cross bolt and connect in described angle steel at least on one side, described angle steel is fixed on described main rod 10.
Based on the reason that this utility model communication tower the second embodiment is identical, described in the present embodiment, reinforce bar
Part 30 is angle steel, and described angle steel includes the strip steel 33 and 34 of the orthogonal shape at a right angle in both sides, this
In embodiment anchor ear be centre be M type or the W type shape of arc, specifically, such as Fig. 5 and Fig. 6
Shown in, Fig. 5 is A-A position schematic cross-section in Fig. 4, and Fig. 6 is cross section, B-B position signal in Fig. 4
Figure, is the M type anchor ear of arc in the middle of use one in Fig. 5, and described anchor ear two ends are bolted respectively
One side at described angle steel；In Fig. 6, anchor ear is positioned at the opposite side of anchor ear in Figure 5, is fixed by anchor ear
The another side of described angle steel so that in Fig. 5 and Fig. 6, anchor ear carries out cooperation and embraces main rod 10.Concrete real
Can also in other way or connector just angle steel is connected with main rod 10 in executing, such as such as figure
Shown in 7 and Fig. 8, in Fig. 7, a pair centre of use is M type or the anchor ear of W type shape of arc, embraces
Main rod 10 embraced by hoop, and anchor ear two ends are bolted to connection angle steel respectively；Or by such as
Shown in 8, use the combination of different length anchor ear sheet, embrace main rod 10, then with described angle steel at least
While it is fixing.
With reference to the partial structurtes signal that Fig. 9 and Figure 10, Fig. 9 are this utility model communication tower the 4th embodiment
Figure, Figure 10 is another partial structurtes schematic diagram of this utility model communication tower the 4th embodiment.
Based on this utility model communication tower first embodiment, described communication tower also includes and described reinforcing rod member
The connector 60 of 30 end welding, described reinforcing rod member 30 is by described connector 60 with described flange 20 even
Connect.
In reality is implemented, the length using reinforcing rod member 30 may be different from the length of main rod 10, can
Long can be likely to short, if the length reinforcing rod member 30 is longer than the length of main rod 10, the most directly will reinforce
The length of rod member 30 is cut into identical with the length of main rod 10；If the length reinforcing rod member 30 compares main rod
The length of 10 in short-term, from elsewhere take length suitable reinforce rod member 30 can waste again workmen time
Between, now need at the connector 60 reinforcing the welding of rod member 30 end, pass through so that reinforce rod member 30
Described connector 60 is connected with described flange 20, and convenient construction personnel install.
Further, for avoiding the occurrence of the unmatched problem of length, convenient construction personnel install, described company
Fitting 60 includes: the first end plate 61, riser 62 and the second end plate 63, as shown in Fig. 7 or Fig. 8, and the first end
Plate 61 welds with described reinforcing rod member 30 end；Described riser 62 one end welds with described end plate, described vertical
The other end and second end plate 63 of plate 62 weld；Described second end plate 63 welds, specifically with described flange 20
Ground, in the present embodiment, the quantity of riser 62 is two, and two pieces of risers 62 are oppositely arranged, the two of two pieces of risers 62
End connects first end 61 and the second end plate 63 respectively.Certainly in connector 60, each plate can also pass through it
His mode is fixing to be connected, and such as uses L-type connector to be bolted.Can also use in being embodied as
Multiple connected mode is used together, and strengthens the connection of each parts further.If it is vertical in more enforcement
The length of plate 62 is longer, then the first end plate 61 is welded on the appropriate location of riser 62, the second end plate 63 points
It is not vertically welded in the end of riser 62, thus without the concern for the length of riser 62.
The present embodiment use many sheet form connector, it is possible to be optionally combined, make the company of different length
Fitting, convenient construction persons' composition becomes the connector of differing heights, thus convenient by described reinforcing rod member 30
It is connected with described flange 20 by described connector 60.
Further, for making connector 60 occupy little space, multiple girth member 30, this reality are conveniently set
Executing the first end plate 61 and the second end plate 63 described in example is sector, the first end plate 61 and the second end plate 63
Middle radian shorter while near described main rod 10, longer former from described main rod 10 of radian.
Further, for strengthening the connection of connector 60 and flange 20, in described second end plate 63 and institute
After stating flange 20 welding, described second end plate 63 can also be bolted on described flange 20.
These are only preferred embodiment of the present utility model, not thereby limit patent model of the present utility model
Enclose, every equivalent structure utilizing this utility model description and accompanying drawing content to be made or equivalence flow process conversion,
Or directly or indirectly it is used in other relevant technical fields, the most in like manner it is included in patent of the present utility model
In protection domain.
Claims (9)
1. a communication tower, described communication tower includes main rod and the flange being connected with described main rod end,
Described flange is used for fixing described main rod, it is characterised in that described communication tower also includes: reinforce rod member,
Described reinforcing rod member is parallel to be fixed on described main rod, the end of described reinforcing rod member also with described flange
It is connected.
2. communication tower as claimed in claim 1, it is characterised in that described communication tower also includes connector,
Described connector is for being fixed on described main rod by parallel for described reinforcing rod member.
3. communication tower as claimed in claim 2, it is characterised in that described connector passes through bolt by institute
State reinforcing rod member to be fixed on described main rod.
4. communication tower as claimed in claim 3, it is characterised in that described reinforcing rod member is T-steel,
Described T-steel includes the orthogonal T-shaped strip steel in both sides, and described connector is bolted
In described T-steel at least on one side, described T-steel is fixed on described main rod.
5. communication tower as claimed in claim 3, it is characterised in that described reinforcing rod member is angle steel, institute
Stating angle steel and include the strip steel of the orthogonal shape at a right angle in both sides, described connector is bolted institute
State in angle steel at least on one side, described angle steel is fixed on described main rod.
6. communication tower as claimed in claim 3, it is characterised in that described connector includes anchor ear, institute
State anchor ear for embracing described main rod, and be bolted described reinforcing rod member.
7. communication tower as claimed in claim 1, it is characterised in that described communication tower also includes with described
Reinforcing the connector of Rod end welding, described reinforcing rod member is by described connector and described Flange joint.
8. communication tower as claimed in claim 7, it is characterised in that described connector includes: the first end
Plate, riser and the second end plate, described first end plate welds with described reinforcing Rod end；Described riser
One end is welded with described first end plate, and the other end welds with described second end plate；Described second end plate and institute
State flange welding.
9. communication tower as claimed in claim 8, it is characterised in that described second end plate is solid by bolt
It is scheduled on described flange.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620016186.4U CN205476761U (en) | 2016-01-07 | 2016-01-07 | Communication tower |
| PCT/CN2017/000081 WO2017118362A1 (en) | 2016-01-07 | 2017-01-03 | Telecommunication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620016186.4U CN205476761U (en) | 2016-01-07 | 2016-01-07 | Communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476761U true CN205476761U (en) | 2016-08-17 |
Family
ID=56665424
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620016186.4U Expired - Fee Related CN205476761U (en) | 2016-01-07 | 2016-01-07 | Communication tower |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN205476761U (en) |
| WO (1) | WO2017118362A1 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017118362A1 (en) * | 2016-01-07 | 2017-07-13 | 中兴通讯股份有限公司 | Telecommunication tower |
| CN108386761A (en) * | 2018-04-05 | 2018-08-10 | 南京高传机电自动控制设备有限公司 | It is a kind of it is wind power generation stepped on headlamp mounting base |
| CN108534096A (en) * | 2018-04-05 | 2018-09-14 | 南京高传机电自动控制设备有限公司 | It is a kind of it is wind power generation stepped on holder structure |
| CN112593759A (en) * | 2020-12-25 | 2021-04-02 | 电联工程技术股份有限公司 | Steel tube tower with reinforcing structure and reinforcing method thereof |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824837A (en) * | 2018-08-10 | 2018-11-16 | 山东奥能电力科技有限公司 | A kind of integral reinforcing reinforcement anticorrosion structure applied to 77 type electric power pylons |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6901717B2 (en) * | 2001-05-16 | 2005-06-07 | Pennsummit Tubular, Llc | Pole reinforcing arrangement |
| JP4309802B2 (en) * | 2004-03-02 | 2009-08-05 | 九州電力株式会社 | Reinforcement structure with welded L-shaped material to reinforce the hollow steel tube tower |
| US20070256388A1 (en) * | 2006-05-08 | 2007-11-08 | Nello Inc. | Structural reinforcement member and method of utilizing the same to reinforce a longitudinal section of an antenna support tower |
| CN101463667A (en) * | 2009-01-16 | 2009-06-24 | 天津市电力公司 | Reinforcing means for power transmission iron tower |
| JP5563527B2 (en) * | 2010-07-29 | 2014-07-30 | 関西電力株式会社 | Steel tube tower reinforcement structure |
| CN204754274U (en) * | 2015-04-09 | 2015-11-11 | 国家电网公司 | Transmission line concrete pole reinforcing apparatus |
| CN205476761U (en) * | 2016-01-07 | 2016-08-17 | 中兴通讯股份有限公司 | Communication tower |
-
2016
- 2016-01-07 CN CN201620016186.4U patent/CN205476761U/en not_active Expired - Fee Related
-
2017
- 2017-01-03 WO PCT/CN2017/000081 patent/WO2017118362A1/en active Application Filing
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017118362A1 (en) * | 2016-01-07 | 2017-07-13 | 中兴通讯股份有限公司 | Telecommunication tower |
| CN108386761A (en) * | 2018-04-05 | 2018-08-10 | 南京高传机电自动控制设备有限公司 | It is a kind of it is wind power generation stepped on headlamp mounting base |
| CN108534096A (en) * | 2018-04-05 | 2018-09-14 | 南京高传机电自动控制设备有限公司 | It is a kind of it is wind power generation stepped on holder structure |
| CN112593759A (en) * | 2020-12-25 | 2021-04-02 | 电联工程技术股份有限公司 | Steel tube tower with reinforcing structure and reinforcing method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2017118362A1 (en) | 2017-07-13 |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 |