CN205976692U - Base of communication tower - Google Patents
Base of communication tower Download PDFInfo
- Publication number
- CN205976692U CN205976692U CN201620829932.1U CN201620829932U CN205976692U CN 205976692 U CN205976692 U CN 205976692U CN 201620829932 U CN201620829932 U CN 201620829932U CN 205976692 U CN205976692 U CN 205976692U
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- plate
- crab
- steel
- pipe pile
- cushion cap
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Abstract
The utility model relates to a base of communication tower, including steel -pipe pile, connecting portion and cushion cap, steel -pipe pile, connecting portion and cushion cap three intercommunication, 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 cushion cap is directly pour in the steel -pipe pile upper end through reinforced concrete, the cushion cap is the square, is its length of side 250 between the 350cm, set up a plurality of crab -bolt B on the cushion cap, the vertical setting of a plurality of crab -bolt B just is circular array distributed on the horizontal plane, connecting portion include upper junction plate, lower connecting plate, curb plate and a plurality of crab -bolt A, and lower connecting plate is fixed on the cushion cap, the cooperation of crab -bolt A the nut is fixed on the upper junction plate, and the vertical setting of a plurality of crab -bolt A just is circular array distributed on the horizontal plane. The utility model discloses have construction convenience, construction cycle is short, and uses the beneficial effect who still has stronger stability in the relatively poor environment of soil property.
Description
Technical field
The present invention relates to communication tower field, more particularly, to a kind of pedestal of 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 job site bad for soil property situation
The pedestal of the high communication tower of steadiness.
In order to realize above-mentioned purpose, present invention employs following technical scheme：
A kind of pedestal of communication tower, including steel-pipe pile, be arranged on steel-pipe pile upper end for connection communication tower connecting portion and
Cushion cap for counterweight；Connect inside the inner hollow of described steel-pipe pile, connecting portion, cushion cap and steel-pipe pile three；Steel-pipe pile
, between 0.9 meter～1.5 meters, the length of steel-pipe pile is between 9 meters～11 meters for diameter；Cushion cap is directly poured by armored concrete
In steel-pipe pile upper end；Cushion cap is square, and between 250-350cm, the reinforcing bar wherein in cushion cap is in horizontal, longitudinally double to its length of side
To being crisscross arranged；Multiple crab-bolts B are arranged on cushion cap, multiple crab-bolts B are vertically arranged and rounded array distribution in the horizontal plane；Even
Socket part 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 under
Connecting plate is horizontally disposed with, and lower connecting plate is provided with the connecting hole with the cooperation of described crab-bolt B, and lower connecting plate passes through crab-bolt B and nut
Cooperation is fixed on cushion cap, and upper junction plate is arranged on above lower connecting plate, between lower connecting plate and upper junction plate by side plate even
Connect fixation, outside side plate, be evenly distributed with multiple reinforcing plates being vertically arranged, reinforcing plate connects upper junction 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, and multiple crab-bolts A are vertical
Setting and in the horizontal plane rounded array distribution.
The steel-pipe pile of said structure, is to only need to dig small-scale pit building column foot, then passes through pile press machine direct
Steel-pipe pile is pressed into underground, easy construction, short construction period.Anti-overturning due to column foot is subject to the shadow of job site soil property
Ring, in the case that soil property situation is poor, directly adopts steel-pipe pile it is possible that tilting, setting cushion cap one side is used for steel
Pile tube counterweight, is on the other hand used for increasing contact area between column foot and foundation ditch, make 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.
Preferably, being detachably provided with stake top protection component above upper junction plate, stake top protection component includes base plate,
Base plate covers above upper junction plate, and base plate is provided with the connecting hole with the cooperation of described crab-bolt A, stake top protection component and upper connection
Plate is fixed by connecting hole and crab-bolt A and nut screw connection, and base plate is provided with riser, and riser is provided with hole for hoist, and riser is along base plate
Center line setting, the both sides of riser are provided with the gripper shoe for supporting riser.Setting stake top protection component avoids pile press machine direct
The direct force to upper junction plate, and, mainboard is set for coordinating the hold assembly of pile press machine to use, facilitate pile press machine to steel pipe
Stake pressurization.
Preferably, the size of base plate and upper junction plate is equivalently-sized, base plate arranges four gripper shoes, riser two altogether
The gripper shoe of side is symmetrical arranged.The size of setting base plate is equivalently-sized with upper junction plate, enables bookbinding to protect component to cover completely
Cover connecting plate, and be symmetrical arranged the intensity that four gripper shoes ensure riser.
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.
The pedestal of the communication tower of said structure, only needs to dig small-scale pit when building column foot, then passes through piling
Steel-pipe pile is directly pressed into underground by machine, easy construction, short construction period；Setting cushion cap one side is used for steel-pipe pile counterweight,
On the other 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
Stability；Pass through anchor bolts between cushion cap and connecting portion, connect reliable.
Brief description
Fig. 1 is cross-sectional view of the present 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 the B-B direction generalized section in Fig. 2
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 protects the top view of component for stake top.
Fig. 8 protects the side view of component for stake top.
Specific embodiment
Below in conjunction with the accompanying drawings the preferred embodiment of this patent is described in further detail.
A kind of pedestal of communication tower as shown in figures 1 to 6, including steel-pipe pile 12, is arranged on steel-pipe pile 12 upper end and is used for connecting
The connecting portion 11 of communication tower and cushion cap 13.
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, stake top protection component 3 is detachably installed above upper junction plate 111.Stake top protects structure
Part 3 includes base plate 31, and the size of base plate 31 is equivalently-sized with upper junction plate 111, and base plate 31 covers on upper junction plate 111
Side, base plate 31 is provided with the connecting hole 311 with the cooperation of described crab-bolt A114, and stake top protection component 3 and upper junction plate 111 pass through even
Connect hole 311 and crab-bolt A114 and nut 4 cooperation is fixed.Base plate 31 is provided with riser 32, and riser 32 is arranged along the center line of base plate 31,
Riser 32 is provided with hole for hoist 321, and for stake top is protected with the lifting of component 3, the both sides of riser 32 are provided with for supporting riser
32 gripper shoe 33, arranges four gripper shoes 33 altogether, and every side arranges two, and the gripper shoe 33 of both sides is symmetrical arranged.
This utility model is imbedded for the connecting portion 11 of column foot upper end and cushion cap 13 it is only necessary to digging shallow foundation and cheating in construction,
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, and steel-pipe pile 12 is joined
Close cushion cap 13 and ensure that column foot has enough anti-overturnings.During construction, by the gripper mechanism grips of pile press machine on riser 32 after
Apply pressure, it is to avoid the directly contact to stake top, steel-pipe pile 12 top can be protected.Stake top protection structure 3 is removed after the completion of piling
And tamp toward steel-pipe pile 12 inner canister yellow sand.After communication tower 2 installation, the fill concrete toward in foundation ditch, and to communication tower 2 bottom
Encapsulated using concrete 5 with the junction of column foot 2.
The pedestal of above-mentioned communication tower, easy for installation it is not necessary to dig Large Foundation Pit it is only necessary to dig shallow foundation hole after directly use piling
Steel-pipe pile 12 is pressed into by machine.In addition, it is ensured that column foot remains to keep preferably in the poor place of soil property after setting cushion cap 13
Stability.
Claims (4)
1. a kind of pedestal of communication tower is it is characterised in that including steel-pipe pile (12), being arranged on steel-pipe pile (12) upper end and be used for connecting
The connecting portion (11) of communication tower and the cushion cap (13) for counterweight；The inner hollow of described steel-pipe pile (12), connecting portion (11), holds
Platform (13) connects with inside steel-pipe pile (12) three；The diameter of steel-pipe pile (12) between 0.9 meter～1.5 meters, steel-pipe pile (12)
Length between 9 meters～11 meters；Cushion cap (13) is directly cast in steel-pipe pile (12) upper end by armored concrete；Cushion cap (13)
For square, between 250-350cm, the reinforcing bar (131) wherein in cushion cap (13) sets its length of side in horizontal, longitudinal two-way cross
Put；Cushion cap (13) is upper to arrange multiple crab-bolts B (132), and multiple crab-bolts B (132) are vertically arranged and rounded array in the horizontal plane
Distribution；Connecting portion (11) includes being arranged on the upper junction plate (111) of steel-pipe pile (12) upper end, lower connecting plate (112), side plate
And multiple crab-bolt A (114) (113)；Described upper junction plate (111) and lower connecting plate (112) are horizontally disposed with, lower connecting plate (112)
It is provided with the connecting hole coordinating with described crab-bolt B (132), lower connecting plate (112) passes through crab-bolt B (132) and nut (4) cooperation is solid
It is scheduled on cushion cap (13), upper junction plate (111) is arranged on above lower connecting plate (112), lower connecting plate (112) and upper junction plate
(111) it is connected by side plate (113) between, outside side plate (113), be evenly distributed with multiple reinforcing plates being vertically arranged
(116), reinforcing plate (116) connects upper junction plate (111), lower connecting plate (112) and side plate (113), crab-bolt A (114) upper and lower
Two ends are equipped with nut (4), and crab-bolt A (114) coordinates described nut (4) to be fixed on upper junction plate (111), multiple crab-bolts A
(114) it is vertically arranged and rounded array distribution in the horizontal plane.
2. a kind of pedestal of communication tower according to claim 1 is it is characterised in that removable above upper junction plate (111)
Unload and stake top protection component (3) is installed, stake top protection component (3) includes base plate (31), and base plate (31) covers in upper junction plate
(111) above, base plate (31) is provided with the connecting hole (311) coordinating with described crab-bolt A (114), stake top protection component (3) and upper
Connecting plate (111) passes through connecting hole (311) and crab-bolt A (114) and nut (4) cooperation is fixed, and base plate (31) is provided with riser
(32), riser (32) is provided with hole for hoist (321), and along the center line setting of base plate (31), the both sides of riser (32) set riser (32)
There is the gripper shoe (33) for supporting riser (32).
3. a kind of pedestal of communication tower according to claim 1 is it is characterised in that the size of base plate (31) and upper junction plate
(111) equivalently-sized, base plate (31) arranges four gripper shoes (33) altogether, the gripper shoe (33) of riser (32) both sides symmetrically sets
Put.
4. a kind of communication tower according to claim 1 pedestal it is characterised in that described side plate (113) be provided with multiple
Through wires hole (1131), two adjacent through wires holes (1131) are separated by reinforcing plate (116).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620829932.1U CN205976692U (en) | 2016-08-01 | 2016-08-01 | Base of communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620829932.1U CN205976692U (en) | 2016-08-01 | 2016-08-01 | Base of communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976692U true CN205976692U (en) | 2017-02-22 |
Family
ID=58029045
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620829932.1U Expired - Fee Related CN205976692U (en) | 2016-08-01 | 2016-08-01 | Base of communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976692U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112392062A (en) * | 2019-08-19 | 2021-02-23 | 成都华网电力工程咨询有限公司 | Electric power iron tower base reinforced structure |
-
2016
- 2016-08-01 CN CN201620829932.1U patent/CN205976692U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112392062A (en) * | 2019-08-19 | 2021-02-23 | 成都华网电力工程咨询有限公司 | Electric power iron tower base reinforced structure |
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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: 20170222 Termination date: 20210801 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |