CN207960107U - A kind of high stability all steel communications tower - Google Patents
A kind of high stability all steel communications tower Download PDFInfo
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- CN207960107U CN207960107U CN201820297544.2U CN201820297544U CN207960107U CN 207960107 U CN207960107 U CN 207960107U CN 201820297544 U CN201820297544 U CN 201820297544U CN 207960107 U CN207960107 U CN 207960107U
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Abstract
The utility model discloses a kind of high stability all steel communications towers, are related to electrical equipment technical field, it is intended to solve traditional firm banking and be made using pouring type, great in constructing amount, construction cost is high, and the problem of being not easy quickly to move, technical points are：Including tower body and connect sudden strain of a muscle bar, described connect dodges the top that bar is set to the tower body, the tower body bottom is equipped with supporting rack, support frame as described above is equipped with clump weight far from tower body side, the stabilization bearing for being embedded in underground is bolted in the clump weight, the stable bearing includes that the casing in drilling immediately below clump weight is arranged, described sleeve pipe internal thread is connected with loop bar, and described sleeve pipe bottom is equipped with several gap, the loop bar is located at gap one end and is equipped with conical head, by the way that loop bar is screwed tight straight up, it may make the outside spreading in the section of jurisdiction of sleeve bottom side, realize that tower body is mutually fixed with ground, to ensure its installation strength, firmness and stability are strong.
Description
Technical field
The utility model is related to electrical equipment technical field more particularly to a kind of high stability all steel communications towers.
Background technology
Communication tower is also signal transmitting tower or signal tower, is widely used in multiple industries, belongs to signal transmitting tower
One kind, major function supports signal transmitting, supports for signal transmitting antenna, for moving, unicom, traffic satellite positioning system
The communication sections such as system, in order to ensure that the normal operation of wireless communication system, communications tower have to reach enough height, to increase
The service radius of antenna reaches ideal communication effect.It is integrally-built steady but after communications tower reaches enough height
Solidity is poor, is absolutely unsafe after maintenance personnel's climbing to eminence.
In view of the above-mentioned problems, the Chinese patent that notification number is CN206539101U discloses a kind of firm signal communication
Tower, including firm banking and connect sudden strain of a muscle bar, from the bottom of signal communication tower to 60 meters away from ground section main body knots above firm banking
Structure is hypomere steel plate, and hypomere steel plate top to 120 meters of segment signal agent structures is stage casing steel plate, the top of stage casing steel plate
Until the top of signal communication tower is epimere steel plate, the total length of the hypomere steel plate, stage casing steel plate and epimere steel plate is one at end
180 meters, hypomere steel plate is provided with crossbeam between any two so that communication tower structure is more succinct reasonable, and stability higher uses the longevity
It orders longer.
But the firm banking of said program is made using pouring type, great in constructing amount, construction cost is high, by seasonality
It is affected, and since volume is big, external form is heavy so the quick resettlement of communications tower cannot be carried out.
Utility model content
The purpose of this utility model is to provide a kind of high stability all steel communications tower, ensures overall stability and safety
Meanwhile assembly and disassembly is convenient, and it is reusable.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of high stability all steel communications tower, including tower body dodge the top that bar is set to the tower body with sudden strain of a muscle bar, described connect is connect
End, the tower body bottom are equipped with supporting rack, and support frame as described above is equipped with clump weight far from tower body side, and the clump weight passes through bolt
It is connected with the stabilization bearing for being embedded in underground, the stable bearing includes that the casing in drilling immediately below clump weight is arranged, institute
It states casing internal thread and is connected with loop bar, and described sleeve pipe bottom is equipped with several gap, the loop bar is located at gap one end and is equipped with cone
Forming head.
By using above-mentioned technical proposal, the supporting rack of tower body bottom is mutually fixedly connected with clump weight and can reach antidumping
Stable effect, and it is convenient for disassembly and assembly at any time can be with secondary use；And the stabilization bearing of clump weight bottom setting, when mounted,
First casing can be put into the drilling immediately below clump weight, then loop bar is screwed tight straight up, conical head is made to be caught in gap, into
And make sleeve bottom side the outside spreading in section of jurisdiction, it is ensured that stablize bearing securely fixed with ground, then with bolt, flange or
Other connection types are connected bearing is stablized with clump weight, ensure that integral installation intensity, firmness and stability are strong, and tear open
It is convenient to fill, short construction period, not by seasonal effect.
Further, described sleeve pipe lateral wall is equipped with several fins abutted against with drill hole inner wall.
By using above-mentioned technical proposal, the fin of several uniform intervals arrangements is set on outside of sleeve wall, be allowed to
Drill hole inner wall closely abuts, it is possible to increase stablizes the frictional force of bearing and ground, and then improves the service life of communications tower.
Further, support frame as described above includes three outwardly extending main support rods, is set between the main support rod two-by-two
There is side support bar.
By using above-mentioned technical proposal, the collateral support of three main support rods and stable connection is set in tower body bottom
Bar makes communications tower reach enough height in the form of trishores, to increase the service radius of communications tower, ensures wireless communication
The normal operation of system.
Further, the main support rod is equipped with side support bar connecting pin and main support rod with clump weight connecting pin
Ring flange.
It, will be between main support rod and side support bar and between main support rod and clump weight by using above-mentioned technical proposal
It is connected using ring flange, may make assembled tower body that can complete Fast Installation with clump weight, so as to reduce construction cost
And transportation cost, it is convenient for disassembly and assembly, it is conducive to secondary use.
Further, the tower body includes main material steel plate, horizontal material, oblique material, and the both ends of the horizontal material and oblique material pass through respectively
Bolt alternative expression is fixed on adjacent main material steel plate.
By using above-mentioned technical proposal, the both ends of horizontal material and oblique material are fixed on by bolt alternative expression respectively adjacent
On main material steel plate, the composition difficulty and complexity of tower body are on the one hand reduced, on the other hand makes tower body under the premise of sufficiently high
Ensure high stability.
Further, it is equipped with support base on the outside of the middle part of the main material steel plate, letter is equipped in the mounting hole of the support base
Number transmitter.
By using above-mentioned technical proposal, support base is set on the outside of the middle part of main material steel plate, and places signal projector,
To effectively to all the winds emit signal, keep the covering surface of signal wider, is conducive to signal and transmits.
Further, extend several bracing wires on the main material steel plate, being fixedly connected with setting by the bracing wire exists
Guyed foundation stake on ground.
By using above-mentioned technical proposal, using bracing wire by tower body with the guyed foundation stake of setting on the ground is mutually fixed connects
It connects, the degree of stability of communications tower can be reinforced, prevent strong wind from scraping communications tower, cause property and personal casualty loss.
Further, the sudden strain of a muscle bar that connects includes needle point, shank and inductance loop, and the needle point is located at needle tip, the sense
Ying Huan is located at below needle point.
By using above-mentioned technical proposal, thundercloud intensity distance effectively can be judged and incuded, to ensure that lightning-arrest effect reaches
It is optimal.
In conclusion the utility model has the advantages that：
1, by clump weight Embedded installation in the stabilization bearing of underground, it can be ensured that the installation strength of communications tower, securely
Degree and stability are strong, to achieve the effect that stable antidumping, and can reduce construction volume, construction cost and floor space；
2, by the way that the supporting rack of trishores form is arranged, cooperation clump weight ensures stability and the safety of communications tower,
And communications tower is made to reach enough height, to increase the service radius of signal projector；
3, by the way that the both ends of horizontal material and oblique material to be fixed on by bolt alternative expression to the adjacent main material steel plate of tower body respectively
On, the composition difficulty and complexity of tower body can be reduced, in order to dismount, is conducive to secondary use.
Description of the drawings
Fig. 1 is a kind of overall structure diagram of high stability all steel communications tower of the present embodiment；
Fig. 2 is the structural schematic diagram of tower top part in a kind of high stability all steel communications tower of the present embodiment；
Fig. 3 is the structural schematic diagram of bottom of tower part in a kind of high stability all steel communications tower of the present embodiment.
In figure, 1, tower body；11, sudden strain of a muscle bar is connect；12, supporting rack；13, clump weight；2, stablize bearing；21, casing；22, loop bar；
23, gap；24, conical head；25, fin；26, section of jurisdiction；3, main support rod；31, side support bar；32, ring flange；41, main material steel
Plate；42, horizontal material；43, oblique material；5, support base；51, signal projector；52, bracing wire；53, guyed foundation stake；6, needle point；61, needle
Bar；62, inductance loop.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
A kind of high stability all steel communications tower, as shown in Figure 1, including tower body 1 and sudden strain of a muscle bar 11 is connect, and this connects and dodges the installation of bar 11
On the top of tower body 1 normal communication is influenced to effectively prevent lightning to smash communications tower.Meanwhile in order to ensure the steady of communications tower
Qualitative and safety, as shown in Figure 1, the bottom of tower body 1 is provided with supporting rack 12, which is arranged far from 1 side of tower body
There is clump weight 13 to achieve the effect that antidumping is stablized, and can be with secondary use；In order to make communications tower more firm stable, reduce
Construction volume, construction cost, floor space, as shown in figure 3, the stabilization bearing 2 for being embedded in underground is connected on clump weight 13,
Middle stable bearing 2 includes that the casing 21 in drilling immediately below clump weight 13 is arranged, and 21 internal thread of casing is connected with loop bar 22, and
21 bottom of casing is provided with several gap 23, and loop bar 22 is located at 23 one end of gap and is provided with conical head 24, that is, first trustworthy when installing
Determine bearing 2 to be put into drilling, then screw tight loop bar 22 straight up so that conical head 24 is caught in gap 23, so that set
The 26 outside spreading of section of jurisdiction of 21 bottom side of pipe, i.e., tightly mutually fix with ground, then fixed with bolt and 13 phase of clump weight
Fast Installation is completed, installation strength, firmness and stability are strong, convenient for disassembly and assembly, short construction period, not by seasonal effect.
As shown in figure 3, having additional the fin 25 of several uniform intervals arrangements, the fin 25 and drilling on 21 lateral wall of casing
Inner wall closely abuts, it is possible to increase stablize the friction bond stress of bearing 2 and ground, thus when encountering the special circumstances such as earthquake,
It is less prone to loosen and topples over phenomenon, improve the whole service life of communications tower.
For improve tower body 1 structural strength and stability, as shown in Figure 1, tower body 1 include main material steel plate 41, horizontal material 42, tiltedly
Material 43, the wherein both ends of horizontal material 42 and oblique material 43 are fixed on adjacent main material steel plate 41 respectively by bolt alternative expression,
It is simple in structure, the composition difficulty and complexity of tower body 1 are on the one hand reduced, on the other hand makes tower body 1 under the premise of sufficiently high
Ensure high stability.
As shown in Fig. 2, installing support base 5 on the outside of the middle part of main material steel plate 41, it is provided in the mounting hole of the support base 5
Signal projector 51, and be in cuboid the design of support base 5, it to all the winds can effectively emit signal, make covering for signal
Capping is wider, is conducive to signal and transmits.
In order to improve the anti-strong wind ability of communications tower, as shown in Figure 1, extend more bracing wires 52 on main material steel plate 41,
Tower body 1 is fixedly connected with 53 phase of guyed foundation stake of setting on the ground by bracing wire 52, to reinforce the stabilization of communications tower
Degree prevents strong wind from scraping communications tower, causes property and personal casualty loss.
Including needle point 6, shank 61 and inductance loop 62 as shown in Fig. 2, connecing and dodging bar 11, wherein needle point 6 is located at 61 top of shank,
Inductance loop 62 is located at 6 lower section of needle point, far and near to effectively judge and incude thundercloud intensity, to ensure that lightning-arrest effect is optimal.
In order to reduce the floor space of communications tower, and the state for coordinating clump weight 13 to realize that antidumping is stablized, such as Fig. 2 and figure
Shown in 3, supporting rack 12 includes three outwardly extending main support rods 3, and is provided with side support bar between main support rod 3 two-by-two
31, to make communications tower reach enough height in the form of trishores, to increase the service radius of signal projector 51, protect
Demonstrate,prove the normal operation of wireless communication system.
In order to enable assembled tower body 1 with clump weight 13 by flanged joint, be bolted or other connection types
Complete Fast Installation, as shown in figure 3, in the utility model this embodiment, by between main support rod 3 and side support bar 31 and
It is connected using ring flange 32 between main support rod 3 and clump weight 13, so as to reduce construction cost and transportation cost, dismounting side
Just, it is conducive to secondary use.
The installation process of this high stability all steel communications tower：The both ends of horizontal material 42 and oblique material 43 are passed through into bolt respectively first
It is fixed on to alternative expression on adjacent main material steel plate 41 to form tower body 1, and is connect in the installation of 1 top of tower body and dodge bar 11, in tower body 1
Installation support base 5 and signal projector 51 on the outside of middle part are then welded into the main support rod 3 of triangle arrangement in 1 bottom of tower body,
And be fixedly connected with ring flange 32 with 13 phase of clump weight, then reinforced by side support bar 31 to promote the stabilization of supporting rack 12
Property；Meanwhile stablizing in the drilling that bearing 2 is put into immediately below clump weight 13, then loop bar 22 being screwed tight straight up so that cone
Forming head 24 is caught in gap 23, so that the 26 outside spreading of section of jurisdiction of 21 bottom side of casing is realized and consolidated, finally by flange
It connects, be bolted or other connection types and 13 phase of clump weight fix and complete installation.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can as needed make the present embodiment the modification of not creative contribution after reading this specification, but
As long as all being protected by Patent Law in the right of the utility model.
Claims (8)
1. a kind of high stability all steel communications tower, including tower body（1）With connect sudden strain of a muscle bar（11）, described to connect sudden strain of a muscle bar（11）It is set to described
Tower body（1）Top, it is characterised in that：The tower body（1）Bottom is equipped with supporting rack（12）, support frame as described above（12）Far from tower body
（1）Side is equipped with clump weight（13）, the clump weight（13）The stabilization bearing for being embedded in underground is bolted（2）, institute
State stable bearing（2）Including being arranged in clump weight（13）Casing in the drilling of underface（21）, described sleeve pipe（21）Internal thread connects
It is connected to loop bar（22）, and described sleeve pipe（21）Bottom is equipped with several gap（23）, the loop bar（22）Positioned at gap（23）One end
Equipped with conical head（24）.
2. a kind of high stability all steel communications tower according to claim 1, it is characterised in that：Described sleeve pipe（21）Lateral wall
Equipped with several fins abutted against with drill hole inner wall（25）.
3. a kind of high stability all steel communications tower according to claim 1, it is characterised in that：Support frame as described above（12）Including
Three outwardly extending main support rods（3）, the main support rod two-by-two（3）Between be equipped with side support bar（31）.
4. a kind of high stability all steel communications tower according to claim 3, it is characterised in that：The main support rod（3）With
Side support bar（31）Connecting pin and main support rod（3）With clump weight（13）Connecting pin is equipped with ring flange（32）.
5. a kind of high stability all steel communications tower according to claim 1, it is characterised in that：The tower body（1）Including master
Material steel plate（41）, horizontal material（42）, oblique material（43）, the horizontal material（42）With oblique material（43）Both ends it is solid by bolt alternative expression respectively
It is scheduled on adjacent main material steel plate（41）On.
6. a kind of high stability all steel communications tower according to claim 5, it is characterised in that：The main material steel plate（41）'s
Support base is equipped on the outside of middle part（5）, the support base（5）Mounting hole in be equipped with signal projector（51）.
7. a kind of high stability all steel communications tower according to claim 5, it is characterised in that：The main material steel plate（41）On
Extend several bracing wires（52）, pass through the bracing wire（52）It is fixedly connected with the guyed foundation stake of setting on the ground（53）.
8. a kind of high stability all steel communications tower according to claim 1, it is characterised in that：It is described to connect sudden strain of a muscle bar（11）Including
Needle point（6）, shank（61）And inductance loop（62）, the needle point（6）Positioned at shank（61）Top, the inductance loop（62）Positioned at needle
Point（6）Lower section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820297544.2U CN207960107U (en) | 2018-03-02 | 2018-03-02 | A kind of high stability all steel communications tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820297544.2U CN207960107U (en) | 2018-03-02 | 2018-03-02 | A kind of high stability all steel communications tower |
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| Publication Number | Publication Date |
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| CN207960107U true CN207960107U (en) | 2018-10-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820297544.2U Active CN207960107U (en) | 2018-03-02 | 2018-03-02 | A kind of high stability all steel communications tower |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114109120A (en) * | 2021-11-13 | 2022-03-01 | 重庆顺泰铁塔制造有限公司 | Anti-breaking composite high-strength concrete electric pole |
| CN117489180A (en) * | 2024-01-02 | 2024-02-02 | 江苏景灿钢杆有限公司 | Triangular communication tower structure with high wind resistance intensity |
-
2018
- 2018-03-02 CN CN201820297544.2U patent/CN207960107U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114109120A (en) * | 2021-11-13 | 2022-03-01 | 重庆顺泰铁塔制造有限公司 | Anti-breaking composite high-strength concrete electric pole |
| CN117489180A (en) * | 2024-01-02 | 2024-02-02 | 江苏景灿钢杆有限公司 | Triangular communication tower structure with high wind resistance intensity |
| CN117489180B (en) * | 2024-01-02 | 2024-03-22 | 江苏景灿钢杆有限公司 | Triangular communication tower structure with high wind resistance intensity |
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