CN205918208U - Tubular communication tower - Google Patents
Tubular communication tower Download PDFInfo
- Publication number
- CN205918208U CN205918208U CN201620829430.9U CN201620829430U CN205918208U CN 205918208 U CN205918208 U CN 205918208U CN 201620829430 U CN201620829430 U CN 201620829430U CN 205918208 U CN205918208 U CN 205918208U
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- tower
- plate
- steel
- pipe pile
- crab
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Abstract
The utility model relates to a tubular communication tower, including column foot and tower body, the column foot includes the steel -pipe pile, sets up the cushion cap that is used for connecting the connecting portion of communication tower and is used for the counter weight on the steel -pipe pile. 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, first tower pole lower extreme is equipped with the flange board, be equipped with on the flange board with the flange hole that the crab -bolt is matchd, first tower pole is fixed on the column foot. The utility model discloses the accessible presses the stake machine direct with the steel -pipe pile underground of impressing when buildding the column foot, construction convenience's, construction cycle is short to it strengthens the holistic stability of communication tower to set up the cushion cap.
Description
Technical field
The present invention relates to communication tower field, more particularly, to a kind of tubular communication tower.
Background technology
At present, in fields such as electric power, communication, broadcast, TV signals, widely used communication tower to carry out transmission of wireless signals,
When setting up communication tower, need to build pedestal below tower body, communication tower is fixed on pedestal.In prior art, large-scale logical
The column foot of letter 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 is inconvenient, long construction period, and in addition the anti-overturning of column foot is affected by job site soil property.
Content of the invention
In order to solve the above problems, it is an object of the invention to provide a kind of high tubular communication tower of stability.
In order to realize above-mentioned purpose, present invention employs following technical scheme:
A kind of tubular communication tower, including column foot and tower body, column foot includes steel-pipe pile, is arranged on steel-pipe pile upper end and is used for connecting
The connecting portion of communication tower and the cushion cap for counterweight；The inner hollow of described steel-pipe pile, in connecting portion, cushion cap and steel-pipe pile three
Portion connects；, between 0.9 meter～1.5 meters, the length of steel-pipe pile is between 9 meters～11 meters for the diameter of steel-pipe pile；Cushion cap passes through steel
Reinforced concrete is directly cast in steel-pipe pile upper end；Cushion cap be square, its length of side between 250-350cm, wherein in cushion cap
Reinforcing bar is in horizontal, longitudinal two-way cross setting；Multiple crab-bolts b are arranged on cushion cap, multiple crab-bolts b are vertically arranged and in the horizontal plane
Rounded array distribution；Connecting portion includes upper junction plate, lower connecting plate, side plate and multiple crab-bolt a being arranged on steel-pipe pile upper end；
Described upper junction plate and lower connecting plate are horizontally disposed with, and lower connecting plate is provided with the connecting hole with the cooperation of described crab-bolt b, lower connecting plate
It is fixed on cushion cap by crab-bolt b and nut screw connection, upper junction plate is arranged on above lower connecting plate, lower connecting plate and upper junction plate
Between be connected by side plate, be evenly distributed with multiple reinforcing plates being vertically arranged outside side plate, reinforcing plate connects and connects
Plate, lower connecting plate and side plate, the upper and lower ends of crab-bolt a are equipped with nut, and crab-bolt a coordinates described nut to be fixed on upper junction plate
On, multiple crab-bolts a are vertically arranged and rounded array distribution in the horizontal plane；Described tower body is included by sleeve pipe even from bottom to top
The first tower bar, the second tower bar, the 3rd tower bar, the 4th tower bar and the 5th tower bar connecing；First tower bar lower end is provided with flanged plate, described
Flanged plate is provided with the flange hole mating with described crab-bolt, and the first tower bar is fixed on the upper junction plate (111) of column foot；Described method
It is provided with gripper shoe between blue plate and the first tower bar, described 5th tower bar is provided with pair pole for communication, pay a pole and divide two-layer
Setting up and down, and offer, on the 5th tower bar, the feeder hole connecting with the through wires hole on column foot；The top of the 5th tower bar is provided with
Discharging rod.
The pass tubular letter tower of said structure, is to only need to dig small-scale pit building column foot, then passes through pile press machine
Directly steel-pipe pile is pressed into underground, easy construction, short construction period.Anti-overturning due to column foot is subject to job site soil property
Impact, directly adopts steel-pipe pile it is possible that tilting in the case that soil property situation is poor, and it is right that setting cushion cap one side is used for
Steel-pipe pile counterweight, is on the other hand used for increasing the contact area between column foot and foundation ditch, makes steel-pipe pile under the poor environment of soil property
Still there is stronger stability.And, pass through anchor bolts between cushion cap and connecting portion, connect reliable.Logical between each section of tower body
Cross telescopic joint, sound construction, the shake of tower body upper end is little.
Preferably, described side plate is provided with multiple through wires holes, two adjacent through wires holes are separated by reinforcing plate.Even
Socket part arranges through wires hole, and the holding wire for being arranged on the communication tower on connecting portion is passed and is connected with rack, arranges through wires hole
Separated by reinforcing plate, each holding wire passing from through wires hole can be made in good order.
Preferably, described tower body is less than 35m, the described tower bar constituting described tower body is caliber 40-80cm's
Pipe, described the first tower bar, the second tower bar, the length ratio of the 3rd tower bar, the 4th tower bar and the 5th tower bar are 7:8:8:8:
7.Steadiness by the tower body of said structure setting is strong.
The tubular communication tower of said structure, only needs to dig small-scale pit when building column foot, then passes through pile press machine
Directly steel-pipe pile is pressed into underground, easy construction, short construction period；Setting cushion cap one side is used for steel-pipe pile counterweight, separately
On the one hand it is used for increasing the contact area between column foot and foundation ditch, so that steel-pipe pile is still had under the poor environment of soil property stronger steady
Qualitative；Pass through anchor bolts between cushion cap and connecting portion, connect reliable；Each section of tower body will be by telescopic joint, sound construction.
Brief description
Fig. 1 is the cross-sectional view of column foot in this utility model.
Fig. 2 is the connecting portion structural representation in this utility model.
Fig. 3 is for the a-a in Fig. 2 to generalized section.
Fig. 4 is for the b-b in Fig. 2 to generalized section
Fig. 5 is the generalized section of the cushion cap in this utility model.
Fig. 6 is the generalized section of another angle of cushion cap in this utility model.
Fig. 7 is housing structure schematic diagram in this utility model.
Fig. 8 build for this utility model after the completion of tower body and pedestal junction generalized section.
Specific embodiment
Below in conjunction with the accompanying drawings the preferred embodiment of this patent is described in further detail.
A kind of tubular communication tower as shown in figures 1-8, including column foot 1 and tower body 2.Column foot includes steel-pipe pile 12, is arranged on
Steel-pipe pile 12 upper end is used for connecting portion 11 and the cushion cap 13 of connection communication tower.
As shown in figure 1, the inner hollow of described steel-pipe pile 12, connect inside connecting portion 11, cushion cap 13 and steel-pipe pile 12 three
Logical., between 0.9 meter～1.5 meters, the length of steel-pipe pile 12 is between 9 meters～11 meters for the diameter of steel-pipe pile 12.
As shown in Fig. 1, Fig. 5 and Fig. 6, cushion cap 13 is directly cast in steel-pipe pile 12 upper end by armored concrete.Cushion cap 13
On the one hand it is used for, to steel-pipe pile 12 counterweight, being on the other hand used for increasing the contact area between column foot and foundation ditch, so that steel-pipe pile 12 is existed
Under the poor environment of soil property, still there is stronger resistance to capsizing.Cushion cap 13 be square, its length of side between 250-350cm,
Reinforcing bar 131 wherein in cushion cap 13 is in horizontal, longitudinal two-way cross setting, makes cushion cap 13 have enough intensity.On cushion cap 13
Multiple crab-bolts b132 are set, and multiple crab-bolts b132 are vertically arranged and rounded array distribution in the horizontal plane, crab-bolt b132 is direct
Fix when cushion cap 13 pours.
As Figure 1-4, connecting portion 11 include being arranged on the upper junction plate 111 of steel-pipe pile 12 upper end, lower connecting plate 112,
Side plate 113 and multiple crab-bolt a114.Described upper junction plate 111 and lower connecting plate 112 are horizontally disposed with, and lower connecting plate 112 is provided with
With the connecting hole of described crab-bolt b132 cooperation, lower connecting plate 112 passes through crab-bolt b132 and nut 4 cooperation is fixed on cushion cap 13.
Upper junction plate 111 is arranged on above lower connecting plate 112, is connected by side plate 113 between lower connecting plate 112 and upper junction plate 111
Fixing.The upper and lower ends of crab-bolt a114 are equipped with nut 4, and crab-bolt a114 coordinates described nut 4 to be fixed on upper junction plate 111,
Multiple crab-bolts a114 are vertically arranged and rounded array distribution in the horizontal plane.Side plate 113 be provided with multiple for communication tower 2
The through wires hole 1131 that holding wire passes, is evenly distributed with multiple reinforcing plates 116 being vertically arranged, reinforcing plate 116 outside side plate 113
Connect upper junction plate 111, lower connecting plate 112 and side plate 113, two adjacent through wires holes 1131 are separated by reinforcing plate 116.
As shown in Figure 7 and Figure 8, the of length no more than 35m of tower body 2, tower body 2 is included from bottom to top by telescopic joint 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.The described tower bar constituting described tower body 2 is equal
For caliber 40-80cm pipe, described the first tower bar 21, the second tower bar 22, the 3rd tower bar 23, the 4th tower bar 24 and the 5th
The length ratio of tower bar 25 is 7:8:8:8:7；First tower bar 21 lower end is provided with flanged plate 6, described flanged plate 6 be provided with described
The flange hole of crab-bolt a114 coupling, the first tower bar 21 is fixed on the connecting portion 11 of column foot 1；Described flanged plate 6 and the first tower bar
It is provided with gripper shoe 7 between 21.5th tower bar 25 is provided with pair pole 9 for communication, and pair 9 points of two-layers of pole are setting up and down, 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 is provided with
Discharging rod 10.
As shown in figure 8, this utility model construction when it is only necessary to dig shallow foundation to cheat connecting portion 11 He for column foot upper end
Cushion cap 13 is imbedded, and because the radial dimension of steel-pipe pile 12 is less, the steel-pipe pile 12 of bottom directly can be pressed into underground by pile press machine,
Steel-pipe pile 12 cooperation cushion cap 13 ensures that column foot has enough anti-overturnings.Fill out toward steel-pipe pile 12 inner canister yellow sand after the completion of piling
Real, strengthen the resistance to capsizing of column foot 1.Tower body 2 is fixed on the connecting portion of column foot, after the completion of tower body 2 is fixing, toward in foundation ditch 4
Fill concrete 5, and the junction of tower body 2 bottom and column foot is encapsulated using concrete 5.
Above-mentioned tubular communication tower, column foot 1 is easy for installation directly to be used it is not necessary to dig Large Foundation Pit it is only necessary to dig after shallow foundation is cheated
Steel-pipe pile 12 is pressed into by pile press machine.In addition, it is ensured that column foot remains to keep in the poor place of soil property after setting cushion cap 13
Preferably stability.The steadiness of tower body 2 is strong, and the shake of tower body upper end is less.
Claims (3)
1. it is characterised in that including column foot (1) and tower body (2), column foot (1) includes steel-pipe pile (12), sets a kind of tubular communication tower
Put connecting portion (11) and the cushion cap (13) for counterweight being used for connection communication tower in steel-pipe pile (12) upper end；Described steel-pipe pile
(12) connect inside inner hollow, connecting portion (11), cushion cap (13) and steel-pipe pile (12) three；The diameter of steel-pipe pile (12) exists
Between 0.9 meter～1.5 meters, the length of steel-pipe pile (12) is between 9 meters～11 meters；Cushion cap (13) is directly poured by armored concrete
Build in steel-pipe pile (12) upper end；Cushion cap (13) is square, steel between 250-350cm, wherein in cushion cap (13) for its length of side
Muscle (131) is in horizontal, longitudinal two-way cross setting；Cushion cap (13) is upper to arrange multiple crab-bolts b (132), and multiple crab-bolts b (132) are erected
Straight setting and in the horizontal plane rounded array distribution；Connecting portion (11) includes being arranged on the upper junction plate of steel-pipe pile (12) upper end
(111), lower connecting plate (112), side plate (113) and multiple crab-bolt a (114)；Described upper junction plate (111) and lower connecting plate
(112) it is horizontally disposed with, lower connecting plate (112) is provided with the connecting hole coordinating with described crab-bolt b (132), lower connecting plate (112) leads to
Cross crab-bolt b (132) and nut (4) cooperation is fixed on cushion cap (13), upper junction plate (111) is arranged on lower connecting plate (112)
Side, is connected by side plate (113) between lower connecting plate (112) and upper junction plate (111), side plate uniformly divides outside (113)
It is furnished with multiple reinforcing plates (116) being vertically arranged, reinforcing plate (116) connects upper junction plate (111), lower connecting plate (112) and side
Plate (113), the upper and lower ends of crab-bolt a (114) are equipped with nut (4), and crab-bolt a (114) coordinates described nut (4) company of being fixed on
On fishplate bar (111), multiple crab-bolts a (114) are vertically arranged and rounded array distribution in the horizontal plane；Described tower body (2) under
And on include by the first telescopic joint tower bar (21), the second tower bar (22), the 3rd tower bar (23), the 4th tower bar (24) and
Five tower bars (25)；First tower bar (21) lower end is provided with flanged plate (6), and described flanged plate (6) is provided with and described crab-bolt a (114)
The flange hole of coupling, the first tower bar (21) is fixed on the upper junction plate (111) of column foot (1)；Described flanged plate (6) and the first tower
It is provided with gripper shoe (7), described 5th tower bar (25) is provided with pair pole (9) for communication, pays pole (9) between bar (21)
Divide two-layer setting up and down, and the feeder hole being connected with the through wires hole (1131) on column foot (1) is offered on the 5th tower bar (25)
(251)；The top of the 5th tower bar (25) is provided with discharging rod (10).
2. a kind of tubular communication tower according to claim 1 is it is characterised in that described side plate (113) is provided with multiple wearing
String holes (1131), two adjacent through wires holes (1131) are separated by reinforcing plate (116).
3. a kind of tubular communication tower according to claim 1, it is characterised in that described tower body (2) is less than 35m, is constituted
The described tower bar of described tower body (2) is the pipe in 40-80cm for the caliber, described the first tower bar (21), the second tower bar (22),
The length ratio of the 3rd tower bar (23), the 4th tower bar (24) and the 5th tower bar (25) is 7:8:8:8:7.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620829430.9U CN205918208U (en) | 2016-08-01 | 2016-08-01 | Tubular communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620829430.9U CN205918208U (en) | 2016-08-01 | 2016-08-01 | Tubular communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205918208U true CN205918208U (en) | 2017-02-01 |
Family
ID=57871408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620829430.9U Expired - Fee Related CN205918208U (en) | 2016-08-01 | 2016-08-01 | Tubular communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205918208U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060818A (en) * | 2017-11-24 | 2018-05-22 | 安徽电通通信工程有限公司 | A kind of catamaran type communication tower |
-
2016
- 2016-08-01 CN CN201620829430.9U patent/CN205918208U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108060818A (en) * | 2017-11-24 | 2018-05-22 | 安徽电通通信工程有限公司 | A kind of catamaran type communication tower |
| CN108060818B (en) * | 2017-11-24 | 2019-10-22 | 安徽电通通信工程有限公司 | A kind of catamaran type communication tower |
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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 |
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. |
|
| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170201 Termination date: 20210801 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |