CN207892338U - Combined self-stabilization fast-assembling communication tower - Google Patents
Combined self-stabilization fast-assembling communication tower Download PDFInfo
- Publication number
- CN207892338U CN207892338U CN201820237885.0U CN201820237885U CN207892338U CN 207892338 U CN207892338 U CN 207892338U CN 201820237885 U CN201820237885 U CN 201820237885U CN 207892338 U CN207892338 U CN 207892338U
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- CN
- China
- Prior art keywords
- pedestal
- upright bar
- steel
- assembling
- utility
- 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 33
- 238000011105 stabilization Methods 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 claims abstract description 8
- 239000004567 concrete Substances 0.000 abstract description 6
- 238000005266 casting Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 3
- 239000002131 composite material Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 238000009408 flooring Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000013632 homeostatic process Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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- Support Of Aerials (AREA)
Abstract
The utility model discloses a kind of combined self-stabilization fast-assembling communication towers, pedestal including steel construction and upright bar, the frame of the pedestal is C-type steel, " I " fonts steel that is arranged in parallel or intersecting in length and breadth is provided in the frame is separated into multiple plate spaces every beam by the pedestal, be provided with clump weight in part or all of plate space, communication cabinet setting the plate spatially；The upright bar is segmented upright bar, and the middle part or edge for being fixed on the pedestal is bolted in upright bar.The utility model is composite structure, steel structure base area is adjustable, share overall weight equally in multiple plate spaces, unit area load-bearing is reduced, module counter weight type structure is flexible for installation, quick, it is whole light and handy, it is suitble to Different Ground or roofing, Assembling, has many advantages, such as to facilitate carrying, tear down and build flexibly, without doing concrete casting, short time limit.
Description
Technical field
The utility model is related to a kind of communication tower for mobile device more particularly to a kind of combined self-stabilization fast-assembling are logical
Believe tower.
Background technology
Internet service is quickly grown, and mobile subscriber's quantity is continuously increased, and the density of mobile base station construction is also constantly increasing
Greatly, the demand of mobile fast-assembling tower is quite big, although existing computer room or communication tower form are different, progress basis is required for apply
Work, that is, the foundation constructions such as concrete casting are carried out in the place of setting communication tower, it later could be good in concrete casting
On the basis of build communication tower, these foundation constructions from excavate to concrete casting, basis maintenance etc. take a long time, influence
Duration；On the other hand, this traditional communication tower use scope compares limitation, is only used for ground substantially, and communication service
It rapidly develops, especially city demand sharp increase needs to build communication tower on some common building objects, and existing communication tower is applied
Work method can not be implemented in roof.
Utility model content
Technical problem to be solved in the utility model is to overcome defect described above, provides a kind of Assembling, conveniently
Carry, tear down and build flexibly, build that speed is fast, the combined self-stabilization fast-assembling communication tower without doing concrete casting, short time limit.
In order to solve the problems, such as techniques described above, combined self-stabilization fast-assembling communication tower described in the utility model, including steel
The pedestal of structure and upright bar, the frame of the pedestal be C-type steel, is provided with arranged in parallel in the frame or intersects in length and breadth
The pedestal is separated into multiple plate spaces by " I " fonts steel every beam, and counterweight is provided in part or all of plate space
Block, communication cabinet setting the plate spatially；The upright bar is segmented upright bar, and upright bar, which is bolted, is fixed on institute
It states on pedestal.
Preferably, communication cabinet described in the utility model be arranged no clump weight plate spatially.
Further, the quadrangle of pedestal described in the utility model is provided with the brace connector in band connection hole, the upright bar
Hypomere is provided with brace and is fastened on the brace connector by connecting hole.
Combined self-stabilization fast-assembling tower described in the utility model is a kind of lightweight modules assembly type communication tower, mainly by group
Mould assembly steel structure base basis, segmented upright bar, precast concrete clump weight, communication apparatus are formed by combining, and are had stronger
Globality and weight bearing power；With quick for installation, homeostasis, harmony handsome in appearance is suitble to different roofings, ground scene, makes
Communication function high integration, a station is in place.
The beneficial effects of the utility model：
1, the utility model may be provided at ground, may also be arranged on building roof, be not necessarily to the processing of ground or flooring,
Flooring, metope will not be caused to destroy, it is applied widely；
2, composite structure basis, steel structure base area is adjustable；
3, multiple plate space basis share overall weight equally, reduce unit area load-bearing, are especially suitable for flooring and build；
4, module counter weight type structure, it is flexible for installation, quick；
5, whole light and handy, it is suitble to different roofing scenes, communication function is highly integrated, and a station is in place.
Description of the drawings
Fig. 1 is the structural schematic diagram of pedestal described in the utility model；
Fig. 2 is the structural schematic diagram of combined self-stabilization fast-assembling communication tower described in embodiment one；
The structural schematic diagram of combined self-stabilization fast-assembling communication tower described in Fig. 3 embodiments two.
Specific implementation mode
The utility model is described in further detail below in conjunction with the accompanying drawings.
Combined self-stabilization fast-assembling communication tower described in the utility model, including the pedestal 1 of steel construction and upright bar 2, the bottom
The frame 3 of seat 1 is C-type steel, be provided in the frame 3 " I " fonts steel that is arranged in parallel or intersecting in length and breadth every beam 4 by institute
It states pedestal 1 and is separated into multiple plate spaces 5, clump weight 6 is provided in part or all of plate space 5, the setting of communication cabinet 7 exists
On the plate space 5；The upright bar 2 is segmented upright bar, and upright bar 2, which is bolted, to be fixed on the pedestal 1.
Preferably, communication cabinet 7 described in this practicality new life type is arranged on the plate space 5 of no clump weight 6.
Further, the quadrangle of pedestal 1 described in the utility model is provided with the brace connector 8 in band connection hole 9, the upright bar
2 hypomere is provided with brace 10 and is fastened on brace connector 8 by connecting hole 9.
Embodiment one：This example demonstrates that the case where nine meters of three bars.The upright bar 2 of segmented includes nine meters of high three bars；
1 frame 3 of pedestal of steel construction is C-type steel（Channel steel）, size 4m*4m, frame is interior to be arranged the dividing pedestal every beam 4 of i shaped steel
Multiple plate spaces 5 are divided into, frame is attached with every beam by connector and bolt, and steel grating or net can be installed under steelframe
Line steel sole plate makes have stronger globality；According to load requirement, it only need to be put into precast concrete in segment plate space and match
Pouring weight 6（Pre-engineered concrete weight coating module）, mixed mud counterweight module is placed between channel steel and I-shaped steel tank, concealment
It is good；Plate space of the middle part without clump weight communication cabinet 7 installed above, communication cabinet own wt reach the mesh of joint counterweight
's；Two in three upright bars two angles for being mounted on pedestal frame, another upright bar are mounted on opposite side midpoint, three upright bars
Stage casing cross bar and 11 connection reinforcement of brace are fixed.
The utility model combined structure platform in the case where hardly increasing any cost, can repeated disassembled and assembled, carrying,
It recycles；Resettlement is simple：Need to only dismantle screw（Ground fastens, and steel structure connection, clump weight is fixed）With transport steel construction piece
With clump weight.
Embodiment two：This example demonstrates that the case where 12 meters of single poles.There are one bars for the upright bar 2 of segmented, are mounted on
The middle of the base is fastened on by connector and bolt every on beam 4, and the hypomere of upright bar 2 installs four braces 10 and reinforces fixing,
Specially：The upper end of brace 10 is connect with upright bar 2, lower end is fastened on the brace connector 8 of pedestal quadrangle by connecting hole 9
On；Do not configure mixed mud counterweight module in the plate space 5 of pedestal both sides, communication cabinet 7 be mounted on both sides plate space it
On；Remaining is the same as embodiment one.
It these are only that some embodiments of the utility model, the quantity and height of the upright bar 2 can have as needed
Multiple Type selects, and the size of pedestal 1 can be also arranged according to actual conditions and load requirement, as long as more than having used
The structure should all fall into the scope of protection of the utility model.
Claims (3)
1. a kind of combined self-stabilization fast-assembling communication tower, includes the pedestal of steel construction（1）And upright bar（2）, which is characterized in that it is described
Pedestal（1）Frame（3）For C-type steel, the frame（3）Inside be provided with " I " fonts steel that is arranged in parallel or intersecting in length and breadth every
Beam（4）By the pedestal（1）It is separated into multiple plate spaces（5）, part or all of plate space（5）Inside it is provided with clump weight
（6）, communication cabinet（7）It is arranged in the plate space（5）On；The upright bar（2）For segmented upright bar, upright bar（2）Pass through spiral shell
Bolt is fastened on the pedestal（1）On.
2. combined self-stabilization fast-assembling communication tower according to claim 1, which is characterized in that the communication cabinet（7）Setting
In no clump weight（6）Plate space（5）On.
3. combined self-stabilization fast-assembling communication tower according to claim 1 or claim 2, which is characterized in that the pedestal（1）Quadrangle
It is provided with band connection hole（9）Brace connector（8）, the upright bar（2）Hypomere be provided with brace（10）And pass through connecting hole
（9）It is fastened on brace connector（8）On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820237885.0U CN207892338U (en) | 2018-02-10 | 2018-02-10 | Combined self-stabilization fast-assembling communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820237885.0U CN207892338U (en) | 2018-02-10 | 2018-02-10 | Combined self-stabilization fast-assembling communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207892338U true CN207892338U (en) | 2018-09-21 |
Family
ID=63544073
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820237885.0U Expired - Fee Related CN207892338U (en) | 2018-02-10 | 2018-02-10 | Combined self-stabilization fast-assembling communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207892338U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259248A (en) * | 2019-07-10 | 2019-09-20 | 宿州市众力保温节能材料股份有限公司 | A kind of anti-down composite material electric pole of electric power network |
-
2018
- 2018-02-10 CN CN201820237885.0U patent/CN207892338U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259248A (en) * | 2019-07-10 | 2019-09-20 | 宿州市众力保温节能材料股份有限公司 | A kind of anti-down composite material electric pole of electric power network |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180921 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |