CN205976688U - Single -pipe tower - Google Patents
Single -pipe tower Download PDFInfo
- Publication number
- CN205976688U CN205976688U CN201620833452.2U CN201620833452U CN205976688U CN 205976688 U CN205976688 U CN 205976688U CN 201620833452 U CN201620833452 U CN 201620833452U CN 205976688 U CN205976688 U CN 205976688U
- Authority
- CN
- China
- Prior art keywords
- tower
- steel
- pipe pile
- column foot
- tower bar
- 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
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to a single -pipe tower, including column foot and tower body, the column foot includes the steel -pipe pile, and the diameter of steel -pipe pile is between 0.9 meter~1.5 meters, and the length of steel -pipe pile is between 9 meters~11 meters, the welding had the sleeve on the welding of steel -pipe pile upper end had shrouding, is telescopic cylinder diameter 60 between the 80cm, the tower body includes through bushing's first tower pole, second tower pole, third tower pole, fourth tower pole and the 5th tower pole from bottom to top, the lower extreme of first tower pole cup joints in the sleeve, and the tower body is locked at a plurality of evenly distributed's of sleeve lateral wall the nut that cup joints to the setting, the utility model discloses need not dig the deep basal pit when buildding the column foot, the accessible presses the stake machine with the steel -pipe pile underground of directly impressing, construction convenience, and construction cycle is short, through the muffjoint and through cup jointing nut locking between tower body and the column foot, connects reliably, and the tower body upper end is tremble for a short time.
Description
Technical field
The present invention relates to convenient single-pipe tower is built in single-pipe tower field, more particularly, to one kind.
Background technology
At present, in fields such as electric power, communication, broadcast, TV signals, widely used single-pipe tower to carry out transmission of wireless signals,
When setting up single-pipe tower, need to build pedestal below tower body, single-pipe tower is fixed on pedestal.In prior art, large-scale list
The column foot of pipe tower generally passes through concreting, and column foot is needed to meet the requirement of antidumping, therefore needed relatively by column foot
Big volume to realize antidumping to have enough counterweights.Need to dig Large Foundation Pit when column foot is built, building of column foot is applied
Work inconvenience, long construction period.
Content of the invention
In order to solve the above problems, it is an object of the invention to provide the single-pipe tower of a kind of easy construction, stabilized structure.
In order to realize above-mentioned purpose, present invention employs following technical scheme：
A kind of single-pipe tower, including column foot and tower body, described column foot includes steel-pipe pile, and the diameter of steel-pipe pile is 0.9 meter～1.5
Between rice, the length of steel-pipe pile is between 9 meters～11 meters；Steel-pipe pile upper end is welded with shrouding, and steel-pipe pile is propped up with being provided with of shrouding
Fagging A, shrouding 13 is welded with sleeve, and the barrel dliameter of described sleeve, between 60-80cm, is uniformly provided between shrouding and sleeve and props up
Fagging B；Described tower body include from bottom to top by the first telescopic joint tower bar, the second tower bar, the 3rd tower bar, the 4th tower bar and
5th tower bar；Described 5th tower bar is provided with pair pole for communication, pays a pole and divides two-layer setting up and down, and in the 5th tower bar
On offer the feeder hole connecting with the through wires hole on column foot；The top of the 5th tower bar is provided with discharging rod；Described tower body is less than
35m, the described tower bar constituting described tower body is the pipe in 40-80cm for the caliber, described the first tower bar, the second tower bar, the
The length ratio of three tower bars, the 4th tower bar and the 5th tower bar is 7：8:8:8:7, the lower end of described first tower bar is socketed in sleeve
In, it is arranged on the multiple equally distributed socket nut check tower body of sleeve lateral wall.
The single-pipe tower of said structure, does not need when building column foot to dig deep basal pit, can be direct by steel-pipe pile by pile press machine
Press-in underground, easy construction, short construction period；And it is limited between 0.9 meter～1.5 meters by the diameter of steel-pipe pile, by steel pipe
The length of stake is limited between 9 meters～11 meters it is ensured that column foot has enough resistance to capsizings；Pass through between tower body and column foot
Sleeve connection simultaneously passes through to be socketed nut check, connects reliable, the shake of tower body upper end is little.
Brief description
Fig. 1 is the structural representation of column foot in this utility model.
Fig. 2 is this utility model column foot and tower body junction structural representation.
Fig. 3 is the structural representation of tower body in this utility model.
Specific embodiment
Below in conjunction with the accompanying drawings the preferred embodiment of this patent is described in further detail.
A kind of single-pipe tower as Figure 1-3, including column foot 1 and tower body 2.As shown in figure 1, column foot 1 includes steel-pipe pile 11,
, between 0.9 meter～1.5 meters, the length of steel-pipe pile 11 is between 9 meters～11 meters for the diameter of steel-pipe pile 11.Steel-pipe pile 11 upper end is welded
It is connected to shrouding 13, steel-pipe pile 11 is provided with gripper shoe A15 with shrouding 13, shrouding 13 is welded with sleeve 12, described sleeve 12
Barrel dliameter, between 60-80cm, is uniformly provided with gripper shoe B14 between shrouding 13 and sleeve 12.Setting gripper shoe A15 and gripper shoe
B14 is used for ensureing the intensity of column foot 1 and tower body 2 junction.
As shown in figure 3, the of length no more than 35m of tower body 2, tower body 2 is included from bottom to top by the first telescopic joint tower bar
21st, the second tower bar 22, the 3rd tower bar 23, the 4th tower bar 24 and the 5th tower bar 25.The described tower bar constituting described tower body 2 is pipe
Footpath in the pipe of 40-80cm, described the first tower bar 21, the second tower bar 22, the 3rd tower bar 23, the 4th tower bar 24 and the 5th tower bar
25 length ratio is 7：8:8:8:7.5th tower bar 25 is provided with pair pole 4 for communication, pays and divides in 4 points of two-layers of pole
Put, and the feeder hole 251 being connected with the through wires hole 1131 on column foot is offered on the 5th tower bar 25.The top of the 5th tower bar 25
Portion is provided with discharging rod 5.
As shown in Fig. 2 the lower end of tower body 2 is directly socketed in the sleeve 12 on column foot 11 top, sleeve 12 side wall is provided with
Multiple set connected nuts 3, set connected nut 3 is used for locking tower body 1 prevents it from rocking.
This utility model is when installing column foot 1 it is only necessary to dig the upper end embedment that shallow foundation hole 4 is used for column foot 1, due to steel-pipe pile
11 radial dimension is less, and the steel-pipe pile 11 of bottom directly can be pressed into underground by pile press machine, and, the radial direction of steel-pipe pile 11 is long
The setting of degree and size can ensure that column foot 1 has enough anti-overturnings.After column foot 1 installation, tower body 2 is inserted in sleeve 12
In, then locked with set connected nut 3, after the completion of tower body 2 is fixing, the fill concrete 5 toward in foundation ditch 4, and to tower body 2 bottom and tower
The junction of base is encapsulated using concrete 5.
Above-mentioned single-pipe tower, build easy construction, short construction period, and the tower body 2 of column foot 1 are connected firmly, tower body 2 upper end
Shake is less.
Claims (1)
1. it is characterised in that including column foot (1) and tower body (2), described column foot (1) includes steel-pipe pile (11), steel to a kind of single-pipe tower
, between 0.9 meter～1.5 meters, the length of steel-pipe pile (11) is between 9 meters～11 meters for the diameter of pile tube (11)；On steel-pipe pile (11)
End is welded with shrouding (13), and steel-pipe pile (11) is provided with gripper shoe A (15) with shrouding (13), and shrouding is welded with sleeve on (13)
(12), the barrel dliameter of described sleeve (12), between 60-80cm, is uniformly provided with gripper shoe B between shrouding (13) and sleeve (12)
(14)；Described tower body (2) is included from bottom to top by the first telescopic joint tower bar (21), the second tower bar (22), the 3rd tower bar
(23), the 4th tower bar (24) and the 5th tower bar (25)；Described 5th tower bar (25) is provided with pair pole (9) for communication, pays
Pole (9) point two-layer is setting up and down, and offers on the 5th tower bar (25) and connect with the through wires hole (1131) on column foot (1)
Feeder hole (251)；The top of the 5th tower bar (25) is provided with discharging rod (10)；Described tower body (2) is less than 35m, constitutes described tower
The described tower bar of body (2) is the pipe in 40-80cm for the caliber, described the first tower bar (21), the second tower bar (22), the 3rd tower
The length ratio of bar (23), the 4th tower bar (24) and the 5th tower bar (25) is 7：8:8:8:7, the lower end of described first tower bar (21)
It is socketed in sleeve (12), be arranged on multiple equally distributed set connected nut (3) locking tower body (2) of sleeve (12) side wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620833452.2U CN205976688U (en) | 2016-08-01 | 2016-08-01 | Single -pipe tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620833452.2U CN205976688U (en) | 2016-08-01 | 2016-08-01 | Single -pipe tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976688U true CN205976688U (en) | 2017-02-22 |
Family
ID=58029867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620833452.2U Expired - Fee Related CN205976688U (en) | 2016-08-01 | 2016-08-01 | Single -pipe tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976688U (en) |
-
2016
- 2016-08-01 CN CN201620833452.2U patent/CN205976688U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 314515 Gaoqiao Street Industrial Zone, Tongxiang City, Jiaxing City, Zhejiang Province Patentee after: Zhejiang Juyi Steel Co.,Ltd. Address before: Takahashi Tongxiang City Industrial Zone Jiaxing city Zhejiang province 314515 Zhejiang masters of Steel Industry Co. Ltd. Patentee before: Zhejiang Jujiang Steel Industrial Co.,Ltd. |
|
| 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: 20170222 Termination date: 20210801 |