CN207794764U - A kind of liftable communication iron tower - Google Patents
A kind of liftable communication iron tower Download PDFInfo
- Publication number
- CN207794764U CN207794764U CN201820168039.8U CN201820168039U CN207794764U CN 207794764 U CN207794764 U CN 207794764U CN 201820168039 U CN201820168039 U CN 201820168039U CN 207794764 U CN207794764 U CN 207794764U
- Authority
- CN
- China
- Prior art keywords
- tower body
- bottom plate
- pillar
- hydraulic stem
- sliding rail
- 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.)
- Active
Links
Abstract
The utility model discloses a kind of liftable communication iron towers, belong to field of communication technology, and the liftable communication iron tower includes epimere tower body, stage casing tower body and hypomere tower body, and hypomere tower body includes pillar I, spacing ring I, sliding rail I, hydraulic stem I；Stage casing tower body includes stage casing bottom plate, three pillars II, spacing ring II, sliding rail II, hydraulic stem II, slider I, and stage casing bottom plate is mounted on by slider I in sliding rail I, and bottom is connect with hydraulic stem I；Hypomere tower body includes epimere bottom plate, pillar III, top plate, sliding block II, and antenna holder is equipped on top plate, and epimere bottom plate is mounted on by sliding block II on sliding rail II, and bottom is connect with hydraulic stem II；The tower body of the utility model is set as segmental structure, coordinates hydraulic stem, realizes the lifting of tower body, greatly reduces working depth when steel tower installation so that installation work is more safe and efficient, and steel tower maintenance work is more convenient.
Description
Technical field
The utility model belongs to field of communication technology, and in particular to a kind of liftable communication iron tower.
Background technology
Communication iron tower is made of steel members such as tower body, platform, lightning rod, cat ladder, antenna mountings, and through galvanizing anti-corrosion
Processing is mainly used for microwave, ultrashort wave, the transmission of wireless network signal and transmitting etc..In order to ensure wireless communication system just
Communication antenna, is generally arranged to peak to increase service radius, to reach ideal communication by often operation by communication iron tower
Effect.
However, need to first lay foundation when conventional mounting, placing embedded parts, after concrete setting 15 days --- after 30 days, then profit
Each section of material of steel tower is sling with lifting appliance, personnel ascend a height is attached installment work in high-altitude.After the completion of tower erection again
It is corrected straightening.Its installation process is slow, and each communication base station iron tower construction and installation are completed about 1 month or so；And it installed
Journey is complicated, and installation personnel wants working at height, and when highest reaches hundred meters or more, dangerous big.
Invention content
The utility model proposes a kind of liftable communication iron tower, tower body is set as segmental structure, coordinates hydraulic stem, real
The lifting of existing tower body greatly reduces working depth when steel tower installation so that installation work more conveniently, safely and
Fast.
To achieve the above object, the technical solution adopted in the utility model is as follows：The liftable communication iron tower includes
Epimere tower body, stage casing tower body and hypomere tower body, hypomere tower body include pillar I, spacing ring I, sliding rail I, hydraulic stem I, and pillar I is equipped with
It three, is arranged in equilateral triangle, bottom is fixed on by anchor bolt on ground respectively, and top is bolted with spacing ring I respectively, branch
Column I is equipped with sliding rail I, and hydraulic stem I is mounted at the center of the equilateral triangle；Stage casing tower body includes stage casing bottom plate, three branch
Column II, spacing ring II, sliding rail II, hydraulic stem II, slider I, stage casing bottom plate are equilateral triangle plate, and hydraulic pressure is equipped in the middle part of the bottom plate of stage casing
Bar II, corner be equipped with slider I, pillar II be equipped with three, bottom by bolt be mounted on stage casing bottom plate on, top respectively with limit
Ring II is bolted, and pillar II is equipped with sliding rail II, and stage casing bottom plate is mounted on by slider I in sliding rail I, bottom and hydraulic stem I
Connection；Hypomere tower body includes epimere bottom plate, pillar III, top plate, sliding block II, and epimere bottom plate is equilateral triangle plate, and corner, which is equipped with, to be slided
Block II, pillar III are equipped with three, and bottom is mounted on by bolt on epimere bottom plate, and top is connect with roof bolt respectively, top plate
On antenna holder is installed, epimere bottom plate is mounted on by sliding block II on sliding rail II, and bottom is connect with hydraulic stem II；Pillar I it
Between, be respectively connected and fixed by steelframe between pillar II and pillar III.
Preferably, being equipped with cushion pad I between I top of sliding rail and spacing ring I, it is equipped between sliding rail II and spacing ring II slow
Rush pad II.
The beneficial effects of the utility model：
The tower body of the utility model is set as segmental structure, coordinates hydraulic stem, realizes the lifting of tower body, greatly reduce iron
Working depth when tower is installed so that installation work is more safe and efficient, and steel tower maintenance work is more convenient.
Description of the drawings
Fig. 1 is the front view of the utility model.
Fig. 2 is the structural schematic diagram of the utility model.
Fig. 3 is the A-A sectional views of the utility model.
Fig. 4 is the B-B sectional views of the utility model.
Fig. 5 is the C-C sectional views of the utility model.
Fig. 6 is the cooperation schematic diagram of the stage casing bottom plate and pillar I of the utility model.
Fig. 7 is the cooperation schematic diagram of the epimere bottom plate and pillar II of the utility model.
In figure, 1- pillars I, 2- spacing rings I, 3- sliding rails I, 4- hydraulic stems I, the stage casings 5- bottom plate, tri- pillars II of 6-, 7- limits
Position ring II, 8- sliding rails II, 9- hydraulic stems II, 10- epimeres bottom plate, 11- pillars III, 12- top plates, 13- antenna holders, 14- bufferings
Pad I, 15- cushion pads II, 16- steelframes, 17- slider Is, 18- sliding blocks II.
Specific implementation mode
In order to keep the purpose of this utility model, technical solution and advantageous effect clearer, below in conjunction with attached drawing, to this
The preferred embodiment of utility model is described in detail, to facilitate the technical staff to understand.
As shown in figs. 1-7, the liftable communication iron tower includes epimere tower body, stage casing tower body and hypomere tower body, hypomere
Tower body includes pillar I 1, spacing ring I 2, sliding rail I 3, hydraulic stem I 4, and pillar I 1 is equipped with three, is arranged in equilateral triangle, bottom point
It is not fixed on ground by anchor bolt, top is bolted with spacing ring I 2 respectively, and pillar I 1 is equipped with sliding rail I 3, hydraulic stem I 4
At the center of the equilateral triangle.Stage casing tower body includes 5, three pillars II 6, spacing ring II 7, sliding rails II of stage casing bottom plate
8, hydraulic stem II 9, slider I 17, stage casing bottom plate 5 are equilateral triangle plate, and bottom plate 5 middle part in stage casing is equipped with hydraulic stem II 9, and corner is equipped with
Slider I 17, pillar II 6 be equipped with three, bottom by bolt be mounted on stage casing bottom plate 5 on, top respectively with II 7 bolt of spacing ring
Connection, pillar II 6 are equipped with sliding rail II 8, and stage casing bottom plate 5 is mounted on by slider I 17 in sliding rail I 3, and bottom connects with hydraulic stem I 4
It connects.Hypomere tower body includes epimere bottom plate 10, pillar III 11, top plate 12, sliding block II 18, and epimere bottom plate 10 is equilateral triangle plate, angle
Portion be equipped with sliding block II 18, pillar III 11 be equipped with three, bottom by bolt be mounted on epimere bottom plate 10 on, top respectively with top plate
12 are bolted, and antenna holder 13 is equipped on top plate 12, and epimere bottom plate 10 is mounted on by sliding block II 18 on sliding rail II 8, bottom
Portion is connect with hydraulic stem II 9, is respectively connected and fixed by steelframe 16 between pillar I 1, between pillar II 6 and pillar III 11.
That is the communication iron tower of the utility model is based on hypomere tower body, using hydraulic stem I 4 and hydraulic stem II 9 as driving, in realization
The lifting of Duan Tashen and epimere tower body so that installation work is more safe and efficient, and steel tower maintenance work is more convenient fast
It is prompt.
It is equipped with cushion pad I 14 between I 3 top of sliding rail and spacing ring I 2, buffering is equipped between sliding rail II 8 and spacing ring II 7
Pad II 15, when stage casing tower body and epimere tower body are lifted by hydraulic stem I 4 and hydraulic stem II 9, II 7 points of spacing ring I 2 and spacing ring
It is other to play limit to two sections of tower bodies, it is ensured that construction and installation, and in order to mitigate when two iron leg towers are lifted to spacing ring I 2 and limit
The impact that position ring II 7 generates, is respectively provided with cushion pad I 14 and cushion pad II 15, plays the role of buffering, avoid stage casing bottom plate
Rigid shock is generated between 5 and spacing ring I 2, between epimere bottom plate 10 and spacing ring II 7, it is ensured that tower body safety.
When construction, hypomere tower body, stage casing tower body and epimere tower body are installed into connection successively, day is installed at the top of epimere tower body
Line bracket 13, communication antenna are mounted on antenna holder 13, and when hydraulic stem I 4 and hydraulic stem II 9 are shunk, stage casing tower body is located at
In hypomere tower body, epimere tower body is located in the tower body of stage casing, and steel tower height drops to the one third of original height, substantially reduces installation
When working depth, at this time from inside to outside install steelframe 16, enhance three sections of tower bodies stability, after installation is complete, start hydraulic pressure
Stage casing tower body and epimere tower body are raised to desired height, you can come into operation by bar I 4 and hydraulic stem II 9.
The tower body of the utility model is set as segmental structure, coordinates hydraulic stem, realizes the lifting of tower body, greatly reduce iron
Working depth when tower is installed so that installation work is more safe and efficient, and steel tower maintenance work is more convenient.
Finally illustrate, preferred embodiment above is merely intended for describing the technical solutions of the present application, but not for limiting the present application, to the greatest extent
Pipe has been described in detail the utility model by above preferred embodiment, but those skilled in the art should manage
Solution, can in the form and details make it various changes, without departing from the utility model claims book institute
The range of restriction.
Claims (2)
1. a kind of liftable communication iron tower, it is characterised in that：The liftable communication iron tower includes epimere tower body, stage casing tower
Body and hypomere tower body, hypomere tower body include pillar I（1）, spacing ring I（2）, sliding rail I（3）, hydraulic stem I（4）, pillar I（1）It is equipped with
Three, arrange that bottom is fixed on by anchor bolt on ground respectively in equilateral triangle, top respectively with spacing ring I（2）Bolt connects
It connects, pillar I（1）It is equipped with sliding rail I（3）, hydraulic stem I（4）At the center of the equilateral triangle；During stage casing tower body includes
Section bottom plate（5）, three pieces pillars II（6）, spacing ring II（7）, sliding rail II（8）, hydraulic stem II（9）, slider I（17）, stage casing bottom plate
（5）For equilateral triangle plate, stage casing bottom plate（5）Middle part is equipped with hydraulic stem II（9）, corner is equipped with slider I（17）, pillar II（6）If
There are three, bottom is mounted on stage casing bottom plate by bolt（5）On, top respectively with spacing ring II（7）It is bolted, pillar II
（6）It is equipped with sliding rail II（8）, stage casing bottom plate（5）Pass through slider I（17）Mounted on sliding rail I（3）It is interior, bottom and hydraulic stem I（4）
Connection；Hypomere tower body includes epimere bottom plate（10）, pillar III（11）, top plate（12）, sliding block II（18）, epimere bottom plate（10）For just
Triangular plate, corner are equipped with sliding block II（18）, pillar III（11）Equipped with three, bottom is mounted on epimere bottom plate by bolt（10）
On, top respectively with top plate（12）It is bolted, top plate（12）On antenna holder is installed（13）, epimere bottom plate（10）Pass through cunning
Block II（18）Mounted on sliding rail II（8）On, bottom and hydraulic stem II（9）Connection；Pillar I（1）Between, pillar II（6）And branch
Column III（11）Between respectively pass through steelframe（16）It is connected and fixed.
2. a kind of liftable communication iron tower as described in claim 1, it is characterised in that：Sliding rail I（3）Top and spacing ring I
（2）Between be equipped with cushion pad I（14）, sliding rail II（8）With spacing ring II（7）Between be equipped with cushion pad II（15）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820168039.8U CN207794764U (en) | 2018-01-31 | 2018-01-31 | A kind of liftable communication iron tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820168039.8U CN207794764U (en) | 2018-01-31 | 2018-01-31 | A kind of liftable communication iron tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794764U true CN207794764U (en) | 2018-08-31 |
Family
ID=63267739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820168039.8U Active CN207794764U (en) | 2018-01-31 | 2018-01-31 | A kind of liftable communication iron tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794764U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184314A (en) * | 2018-09-27 | 2019-01-11 | 杜都 | A kind of big data artificial intelligence communication signal tower based on 5G communication network |
-
2018
- 2018-01-31 CN CN201820168039.8U patent/CN207794764U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184314A (en) * | 2018-09-27 | 2019-01-11 | 杜都 | A kind of big data artificial intelligence communication signal tower based on 5G communication network |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108019076B (en) | Construction method of large-diameter reinforced concrete silo and device for conical shell construction | |
| CN102192368B (en) | Large-span overhead pipeline sliding installation method | |
| CN102121273A (en) | Hydraulic lifting inversion method for reinforced concrete chimney steel inner cylinder | |
| CN202530769U (en) | Large span steel structure high-altitude subsection hoisting support system | |
| CN108979131A (en) | A kind of high-building construction steel form and operation frame integral hoisting stage apparatus | |
| CN207794764U (en) | A kind of liftable communication iron tower | |
| CN204057752U (en) | The outer vacuum refining vehicle frame lifting mode trolley device of a kind of RH stove | |
| CN202957493U (en) | Transformer rack overall installation device | |
| CN204625045U (en) | A kind of steel structure hoisting door shaped stent formula hanging apparatus | |
| CN203359889U (en) | Wall plate lifting and installation integrated operation platform | |
| CN204661163U (en) | A kind of Multifunction transformer sleeve pipe lifting support | |
| CN204999517U (en) | Coal transporting trestle steel truss hoist device in power plant's chimney | |
| CN201786011U (en) | Lifting variable-size construction operating platform | |
| CN204529248U (en) | Vehicle-mounted mobile platform is installed in gobo lifting | |
| CN102383613B (en) | Hoisting construction method for steel roof truss of main power house of power plant and special hoisting device | |
| CN203998606U (en) | Bridge Erector hoisting overhead travelling crane is from turning round levelling gear | |
| CN105625732A (en) | Supporting-free construction method of ultrahigh overhung steel-structure truss | |
| CN203008470U (en) | Roof guyed tower | |
| CN102162251A (en) | Installation method of support middle beam in foundation pit of section steel cement-soil wall | |
| CN205241083U (en) | Tower crane of bottom introduction body of tower and jacking device | |
| CN201460370U (en) | Communication single pipe tower with auto-lifting system | |
| CN204531575U (en) | Cement pole Reinforcement Reinforced Concrete Structure | |
| CN205132926U (en) | Special well word hoist of hydroelectric set tail water ell | |
| CN101344004B (en) | Mounting method of deep well high pressure aeration reactor steel drum | |
| CN204782194U (en) | Simple and easy emergency communication tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |