CN205918216U - Base of communication tower - Google Patents
Base of communication tower Download PDFInfo
- Publication number
- CN205918216U CN205918216U CN201620829507.2U CN201620829507U CN205918216U CN 205918216 U CN205918216 U CN 205918216U CN 201620829507 U CN201620829507 U CN 201620829507U CN 205918216 U CN205918216 U CN 205918216U
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- CN
- China
- Prior art keywords
- plate
- steel
- pipe pile
- upper junction
- communication tower
- 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 base of communication tower, including steel -pipe pile and the connecting portion that are used for connecting the communication tower, 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, and the portion of connecing is including setting up in the upper junction plate of steel -pipe pile upper end, connecting plate, curb plate and a plurality of crab -bolt down, and the upper junction plate sets up with connecting plate level down, lower connecting plate and steel -pipe pile top welded fastening, and the upper junction plate setting is passed through the curb plate connection and is fixed in connecting plate top down between lower connecting plate and the upper junction plate. The utility model discloses a set up the steel -pipe pile and restrict the radial of steel -pipe pile and length and size, can directly bury the underground through pressing a stake machine with the steel -pipe pile part, need not dig the deep basal pit, construction convenience, construction cycle is short.
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 inconvenience, long construction period.
Content of the invention
In order to solve the above problems, it is an object of the invention to provide a kind of pedestal of the communication tower of easy construction.
In order to realize above-mentioned purpose, present invention employs following technical scheme:
A kind of pedestal of communication tower, including steel-pipe pile and be arranged on steel pipe upper end for connection communication tower connecting portion, steel
, between 0.9 meter～1.5 meters, the length of steel-pipe pile is between 9 meters～11 meters for the diameter of pile tube；Described connecting portion includes being arranged on
The upper junction plate of steel-pipe pile upper end, lower connecting plate, side plate and multiple crab-bolt；Described upper junction plate and lower connecting plate are horizontally disposed with,
Lower connecting plate is welded and fixed with steel-pipe pile top, and upper junction plate is arranged on above lower connecting plate, lower connecting plate and upper junction plate it
Between be connected by side plate, be evenly distributed with multiple reinforcing plates being vertically arranged outside side plate, reinforcing plate connect upper junction plate,
Lower connecting plate and side plate；The upper and lower ends of crab-bolt are equipped with nut, and crab-bolt coordinates described nut to be fixed on upper junction plate, multiple
Crab-bolt is vertically arranged and rounded array distribution in the horizontal plane.This utility model, by arranging steel-pipe pile and limiting steel-pipe pile
Radial direction and length dimension, can by steel-pipe pile partly directly by pile press machine imbed underground it is not necessary to dig deep basal pit, construction party
Just, short construction period.
Preferably, described steel-pipe pile inner hollow, upper junction plate and lower connecting plate are provided with the opening being oppositely arranged, side
Plate connects around the edge setting of the opening on upper junction plate and lower connecting plate, described opening with inside steel-pipe pile.Setting steel pipe
In stake inner hollow, and connecting portion setting with the opening that connects of steel-pipe pile inside, can be from after so that steel-pipe pile is pressed into the ground
Outside inwardly fill implant is it is ensured that its stability.
Preferably, the bore of described opening is more than the caliber of steel-pipe pile.Convenient outside fill.
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, stake top protection component and upper connection
Plate is fixed by connecting hole and crab-bolt 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 is arranged, and the both sides of riser are provided with the gripper shoe for supporting riser.Setting stake top protection component avoids pile press machine directly right
Upper junction plate directly exerts a force, and, arranges mainboard for coordinating the hold assembly of pile press machine to use, and facilitates pile press machine to steel-pipe pile
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, by arranging steel-pipe pile and limiting radial direction and the length dimension of steel-pipe pile, can
Steel-pipe pile is partly directly imbedded underground it is not necessary to dig deep basal pit by pile press machine, easy construction, short construction period.
Brief description
Fig. 1 is structural representation of the present utility model.
Fig. 2 is for the a-a in Fig. 1 to generalized section.
Fig. 3 protects the top view of component for stake top.
Fig. 4 protects the side view of component for stake top.
Fig. 5 uses schematic diagram for 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 pedestal of communication tower as Figure 1-4, including steel-pipe pile 12 be arranged on steel-pipe pile 12 upper end for even
Connect the connecting portion 11 of communication tower, the inner hollow of described steel-pipe pile 12, connecting portion 11 is connected with the inside of steel-pipe pile 12.Steel-pipe pile
, between 0.9 meter～1.5 meters, the length of steel-pipe pile 12 is between 9 meters～11 meters for 12 diameter.
As depicted in figs. 1 and 2, connecting portion 11 includes upper junction plate 111, the lower connecting plate being arranged on steel-pipe pile 12 upper end
112nd, side plate 113 and multiple crab-bolt 114.Described upper junction plate 111 and lower connecting plate 112 are horizontally disposed with, lower connecting plate 112 and steel
Pile tube 12 top is welded and fixed, and upper junction plate 111 is arranged on above lower connecting plate 112, lower connecting plate 112 and upper junction plate 111
Between be connected by side plate 113.In the present embodiment, upper junction plate 111 and lower connecting plate 112 are provided with opening of being oppositely arranged
Mouthful, side plate 113 is around the edge setting of the opening on upper junction plate 111 and lower connecting plate 112.The bore being preferably opening is more than
The caliber of steel-pipe pile 12, facilitates and steel-pipe pile 12 is managed during construction in later period with interior filling yellow sand etc..The upper and lower ends of crab-bolt 114 are equal
Be provided with nut 115, crab-bolt 114 coordinates described nut 115 to be fixed on upper junction plate 111, multiple crab-bolts 114 be vertically arranged and
Rounded array distribution on horizontal plane.Side plate 113 is provided with the through wires hole 1131 that multiple holding wires for communication tower 2 pass,
It is evenly distributed with multiple reinforcing plates 116 being vertically arranged, reinforcing plate 116 connects upper junction plate 111, lower connection outside side plate 113
Plate 112 and side plate 113, two adjacent through wires holes 1131 are separated by reinforcing plate 116.
As shown in Figure 3 and Figure 4, 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 114, and stake top protection component 3 and upper junction plate 111 pass through even
Connect hole 311 and crab-bolt 114 and nut 115 cooperation is fixed.Base plate 31 is provided with riser 32, and riser 32 sets along the center line of base plate 31
Put, riser 32 is provided with hole for hoist 321, for stake top is protected with the lifting of component 3, the both sides of riser 32 are provided with perpendicular for supporting
The gripper shoe 33 of plate 32, arranges four gripper shoes 33 altogether, and every side arranges two, and the gripper shoe 33 of both sides is symmetrical arranged.
As shown in figure 5, this utility model is imbedded it is only necessary to digging shallow foundation and cheating 4 upper ends being used for communication tower pedestal when using,
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 radical length and the setting of size can ensure that column foot has enough anti-overturnings.During construction, by the clamping machine of pile press machine
Structure is clamped in after-applied pressure on riser 32, it is to avoid the directly contact to stake top, can protect steel-pipe pile 12 top.After the completion of piling
Remove stake top protection structure 3 and tamp toward steel-pipe pile 12 inner canister yellow sand.After communication tower 2 installation, the filling coagulation toward in foundation ditch 4
Soil 5, and the junction of communication tower 2 bottom and column foot is encapsulated using concrete 5.
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 is pressed into by machine.
Above example is preferred embodiment of the present utility model.
Claims (6)
1. a kind of pedestal of communication tower is it is characterised in that including steel-pipe pile (12) and being arranged on steel-pipe pile (12) upper end and be used for even
Connect the connecting portion (11) of communication tower, between 0.9 meter～1.5 meters, the length of steel-pipe pile (12) is at 9 meters for the diameter of steel-pipe pile (12)
Between～11 meters；Described connecting portion (11) includes being arranged on upper junction plate (111), the lower connecting plate of steel-pipe pile (12) upper end
(112), side plate (113) and multiple crab-bolt (114)；Described upper junction plate (111) and lower connecting plate (112) are horizontally disposed with, lower company
Fishplate bar (112) is welded and fixed with steel-pipe pile (12) top, and upper junction plate (111) is arranged on above lower connecting plate (112), lower connection
It is connected by side plate (113) between plate (112) and upper junction plate (111), be evenly distributed with multiple perpendicular outside side plate (113)
The reinforcing plate (116) of straight setting, reinforcing plate (116) connects upper junction plate (111), lower connecting plate (112) and side plate (113)；Anchor
The upper and lower ends of bolt (114) are equipped with nut (115), and crab-bolt (114) coordinates described nut (115) to be fixed on upper junction plate
(111), on, multiple crab-bolts (114) are 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 described steel-pipe pile (12) inner hollow,
Upper junction plate (111) and lower connecting plate (112) are provided with the opening being oppositely arranged, side plate (113) around upper junction plate (111) and under
The edge setting of the opening on connecting plate (112), described opening connects with inside steel-pipe pile (12).
3. a kind of pedestal of communication tower according to claim 2 is it is characterised in that the bore of described opening is more than steel-pipe pile
(12) caliber.
4. 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 (114), stake top protection component (3) and upper
Connecting plate (111) passes through connecting hole (311) and crab-bolt (114) and nut (115) 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).
5. a kind of pedestal of communication tower according to claim 4 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.
6. 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 |
|---|---|---|---|
| CN201620829507.2U CN205918216U (en) | 2016-08-01 | 2016-08-01 | Base of communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620829507.2U CN205918216U (en) | 2016-08-01 | 2016-08-01 | Base of communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205918216U true CN205918216U (en) | 2017-02-01 |
Family
ID=57869965
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620829507.2U Expired - Fee Related CN205918216U (en) | 2016-08-01 | 2016-08-01 | Base of communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205918216U (en) |
-
2016
- 2016-08-01 CN CN201620829507.2U patent/CN205918216U/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: 20170201 Termination date: 20210801 |