CN205387716U - Communication tower pipe pile foundation - Google Patents
Communication tower pipe pile foundation Download PDFInfo
- Publication number
- CN205387716U CN205387716U CN201620218588.2U CN201620218588U CN205387716U CN 205387716 U CN205387716 U CN 205387716U CN 201620218588 U CN201620218588 U CN 201620218588U CN 205387716 U CN205387716 U CN 205387716U
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- Prior art keywords
- pile
- pipe
- tower
- pile foundation
- plate
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- Expired - Fee Related
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- 238000004891 communication Methods 0.000 title claims abstract description 22
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 230000008093 supporting effect Effects 0.000 claims description 24
- 239000010410 layer Substances 0.000 claims description 17
- 239000011248 coating agent Substances 0.000 claims description 11
- 238000000576 coating method Methods 0.000 claims description 11
- 239000003973 paint Substances 0.000 claims description 9
- 239000002344 surface layer Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 7
- 238000007789 sealing Methods 0.000 claims description 7
- 239000011247 coating layer Substances 0.000 claims description 6
- 238000007747 plating Methods 0.000 claims description 6
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 5
- 239000004744 fabric Substances 0.000 claims description 5
- 239000003365 glass fiber Substances 0.000 claims description 5
- 239000011701 zinc Substances 0.000 claims description 5
- 229910052725 zinc Inorganic materials 0.000 claims description 5
- 239000010426 asphalt Substances 0.000 claims description 4
- 239000003350 kerosene Substances 0.000 claims description 4
- 239000004593 Epoxy Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 19
- 229910000831 Steel Inorganic materials 0.000 abstract description 8
- 239000010959 steel Substances 0.000 abstract description 8
- 238000012545 processing Methods 0.000 abstract description 2
- 238000013461 design Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005253 cladding Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000002966 varnish Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model provides a communication tower pipe pile foundation, including pre -buried stake pipe and tower body underground, stake pipe one end be equipped with with the ring flange that the tower body bottom is connected, the ring flange edge evenly is equipped with the screw, the ring flange with the junction of stake pipe end portion evenly is equipped with a plurality of right angled triangle's of being support reinforcing plate, the tower body bottom outside is equipped with the concrete tower seat, the ring flange is established in the concrete tower seat and with wall connection in the concrete tower seat. The utility model provides a pair of simple structure, the easy pile foundation of the steel pipe tower of processing can on -the -spot assemblages, make basic construction convenience swift, and bearing capacity is high, does not have the curing period moreover, very big have shortened basic construction cycle.
Description
Technical Field
The utility model relates to a power equipment technical field, in particular to communication tower tubular pile basis.
Background
Before the transmission line iron tower is installed, a pile foundation needs to be manufactured on a construction site in advance, the existing pile foundation is usually of a reinforced concrete structure, the construction is complex, the construction period is long, the construction site is large, the maintenance period is long, in addition, whether the soil quality of the construction site meets the pile foundation construction needs to be considered when the existing pile foundation is constructed, meanwhile, the existing pile foundation can be influenced by the construction season, for example, the construction can not be carried out in winter and rainy season, and the electric power construction efficiency can be seriously influenced.
The existing patent publication No. CN201730107U provides a pile foundation of electric power steel pipe tower, this pile foundation has overcome the defect that above-mentioned reinforced concrete structure's pile foundation exists, but this kind of pile foundation still exists the steel pipe pile and plays the pile relatively troublesome, and the construction cycle is long, and the steel pipe is pre-buried after underground, and is less with frictional force between the ground soil layer, poor stability, and bearing capacity is low, and life can't guarantee, and the practicality is poor.
SUMMERY OF THE UTILITY MODEL
In order to solve the above-mentioned problem that exists among the prior art, the utility model provides a communication tower tubular pile basis.
The utility model discloses specific technical scheme as follows:
the utility model provides a communication tower tubular pile foundation, including pre-buried underground stake pipe and tower body, stake pipe one end be equipped with the ring flange of tower body bottom connection, the ring flange edge evenly is equipped with the screw, the ring flange evenly is equipped with a plurality of right triangle's that are support reinforcing plate with the junction of stake pipe tip, the tower body bottom outside is equipped with the concrete tower seat, the ring flange is established in the concrete tower seat and with the wall connection in the concrete tower seat; wherein,
the long edge of the right angle of the supporting reinforcing plate is welded with the outer wall of the end part of the pile pipe, the short edge of the right angle of the supporting reinforcing plate is welded with the bottom of the flange plate, and the short edge of the right angle of the supporting reinforcing plate is located between the adjacent screw holes.
Furthermore, the middle part of the flange plate is provided with a mounting hole for communicating the inside of the pile tube, the top inside the pile tube is provided with a threading tube for the tower body to be in threading connection with cables, two ends of the threading tube are respectively connected with the pile tube and the mounting hole, and the side wall of the pile tube is provided with a through hole for communicating the threading tube; wherein,
the flange plate further comprises a sealing plate for sealing the mounting hole.
Furthermore, a ribbed plate is connected to the bottom of each adjacent support reinforcing plate, two ends of each ribbed plate are respectively welded to the two adjacent support reinforcing plates, and a mounting hole is formed between each ribbed plate and the edge of each flange.
Furthermore, one end of the pile pipe, which is far away from the flange plate, is welded with a conical drill pipe, and the outer wall of the drill pipe is provided with a spiral cutter.
Furthermore, a plurality of supporting ribs are longitudinally arranged on the outer wall of the pile pipe, and the supporting ribs correspond to the screw holes of the flange plate.
Furthermore, the outer side wall of the pile pipe is provided with a pile outlet body which extends outwards along the radial direction.
Furthermore, a plurality of lifting lugs are arranged on the outer wall of the pile tube.
Preferably, the outer side wall of the pile pipe is provided with an anticorrosive coating, the anticorrosive coating sequentially comprises an inner plating layer, a middle coating and a surface layer from inside to outside, the inner plating layer is a zinc coating, and the middle coating is made of epoxy zinc-rich materials.
Preferably, the surface layer is formed by connecting a paint coating layer and a glass fiber cloth layer, and the paint coating layer is made of a kerosene asphalt paint material.
The utility model has the advantages as follows: the utility model provides a simple structure, the pile foundation of steel-pipe tower of easily processing can the scene assemblage, makes basic construction convenient and fast, and bearing capacity is high, does not have the maintenance phase moreover, very big shortening basic construction cycle.
Drawings
Fig. 1 is a front view of a communication tower pipe pile foundation according to embodiment 1;
fig. 2 is a top view of a communication tower pipe pile foundation according to embodiment 2;
fig. 3 is a cross-sectional view of a communication tower pipe pile foundation according to embodiment 2;
fig. 4 is a bottom view of a pile tube in a communication tower pipe pile foundation according to embodiment 2;
fig. 5 is a cross-sectional view of a pile pipe in a communication tower pipe pile foundation according to embodiment 2;
fig. 6 is a cross-sectional view of the surface layer of the pile tube in the communication tower pile foundation in embodiment 2.
Wherein: 1. pile pipes; 2. a tower body; 3. a flange plate; 4. a screw hole; 5. supporting the reinforcing plate; 6. a concrete tower base; 7. a rib plate; 8. mounting holes; 9. drilling a pipe; 10. a spiral knife; 11. a support edge; 12. an anticorrosive layer; 13. an inner plating layer; 14. a middle coating; 15. a surface layer; 16. painting a paint layer; 17. a glass fiber cloth layer; 18. a threading tube; 19. mounting holes; 20. a sealing plate; 21. and (6) outputting the pile body.
Detailed Description
The present invention will be described in further detail with reference to the following examples and drawings.
Example 1
As shown in fig. 1, the embodiment 1 of the utility model provides a communication tower tubular pile basis, including pre-buried stake pipe 1 and tower body 2 in the underground, stake pipe 1 one end be equipped with 2 bottom flange plate 3 of tower body, evenly be equipped with screw 4 on the flange plate 3, the tower body 2 with stake pipe 1 passes through bolted connection, convenient to detach and installation, flange plate 3 with the junction of 1 tip of stake pipe evenly is equipped with a plurality of right triangle's of being support reinforcing plate 5.
The support reinforcing plate 5 improves the overall strength and stability of the pile foundation, ensures the stability of the tower body 2 after installation, and simultaneously makes the bearing performance of the pile pipe 1 stronger. The supporting reinforcing plate 5 can be designed into an internal and external symmetrical structure and fixed at the joint of the flange 3 and the end part of the pile pipe 1, so that the supporting effect is achieved.
The outside of 2 bottoms of tower bodies is equipped with concrete tower seat 6, ring flange 3 is established in the concrete tower seat 6 and with 6 inner wall connections of concrete tower seat. The steel pile pipe 1 does not need to be poured and formed, the pile can be directly put down only by punching the pile hole, and the steel pile pipe has certain adjustability during pile putting, and the angle of the pile pipe 1 cannot be adjusted unlike the pouring pile forming method. After the pile is put, the flange plate 3 can be directly connected with a flange at the bottom of the tower body 2, so that the tower body 2 and the pile pipe 1 can be quickly fixed and then packaged by the concrete tower base 6, and the construction period is short. Moreover, when the body of the tower needs to be dismantled or changed, as long as destroy the concrete of that point of package, can directly change the body of the tower, it is convenient fast to be under construction, in addition, ring flange 3 with be connected with concrete tower seat 6, promote joint strength greatly.
The long edge of the right angle of supporting reinforcing plate 5 with the welding of 1 tip outer wall of stake pipe, the right angle minor face of supporting reinforcing plate 5 with 3 bottom welding of ring flange, just the right angle minor face of supporting reinforcing plate 5 is located adjacently between the screw 4.
The tower body 2 and the pile pipe 1 are connected in a flange type manner, so that earth excavation and concrete pouring are avoided, installation and construction can be carried out at any time, the maintenance period of concrete does not need to be considered in construction, and the on-line completion of the project is guaranteed.
Example 2
The embodiment 2 of the utility model provides a structure of stake pipe 1 has further been injectd on embodiment 1's basis, has improved the stability of pile foundation.
As shown in fig. 2 and 3, in order to facilitate the threading of the tower body 2, the utility model further defines that the middle part of the flange 3 is provided with a mounting hole 19 for communicating the inside of the pile tube 1, the top part inside the pile tube 1 is provided with a threading tube 18 for threading the cable of the tower body 2, two ends of the threading tube 18 are respectively connected with the pile tube 1 and the mounting hole 19, and the side wall of the pile tube 1 is provided with a through hole for communicating the threading tube; wherein the flange 3 further comprises a sealing plate 20 for closing the mounting hole 19. After threading is completed, the mounting hole 19 is sealed by the sealing plate 20.
As shown in fig. 4, in order to improve the bearing capacity of the pile pipe 1, a rib 7 is further defined at the bottom of each adjacent support reinforcing plate 5, two ends of each rib 7 are respectively welded to two adjacent support reinforcing plates 5, and a mounting hole 8 is formed between each rib 7 and the flange edge. The two ends of the rib plate 7 are fixed on the two adjacent supporting reinforcing plates 5, the rib plate 7 and the supporting reinforcing plates 5 jointly form a stable fixed underframe, the stability and the bearing capacity of the pile pipe 1 are improved, and in addition, the bolt is screwed up through the mounting hole 8, so that the tower body 2 is installed.
It should be further explained that a conical drill pipe 9 is welded to one end of the pile pipe 1 away from the flange 3, and a spiral cutter 10 is arranged on the outer wall of the drill pipe 9. The design of the drill pipe 9 and the spiral cutter 10 can reduce the construction difficulty, facilitate piling, improve piling efficiency and have strong practicability.
The outer wall of the pile pipe 1 is longitudinally provided with a plurality of supporting ribs 11, and the supporting ribs 11 correspond to the screw holes 4 of the flange plate 3. The design of the supporting ribs 11 can be well fastened with an underground soil layer, and the stability and the bearing performance of the pile foundation are improved.
In order to improve the lightning protection effect of pile foundation, prolong the life of pile foundation, the utility model discloses limited 1 lateral wall of stake pipe is equipped with along radial outside extension's play pile body 21, goes out the pile body and can be extending structure such as angle steel, angle bar, and about 6-8 centimeters, the degree of depth that goes out the pile body is 2.5-3 meters apart from ground probably, mainly plays lightning protection effect.
In order to improve the efficiency of lower stake, the utility model discloses limited 1 outer wall of stake pipe is equipped with a plurality of lugs. The design of lug is convenient for lower the stake, can also strengthen the fixed effect of steel pile as auxiliary structure after lower the stake.
As shown in fig. 5, in order to prolong the service life of underground embedded pile pipe 1, the utility model discloses preferred design, pile pipe 1 lateral wall is equipped with anticorrosive coating 12, anticorrosive coating 12 includes interior cladding material 13, intermediate coat 14 and superficial layer 15 by interior outer in proper order, interior cladding material 13 is the galvanizing coat, intermediate coat 14 is the rich zinc material of epoxy. The design of the anticorrosive coating 12 improves the protection effect on the pile pipe 1 and prolongs the service life.
As shown in fig. 6, the surface layer 15 is preferably formed by connecting a varnish layer 16 and a glass fiber cloth layer 17, and the varnish layer 16 is made of a kerosene asphalt paint. The surface layer adopts the anticorrosive material for the locally buried pipeline of the petroleum pipeline in China, the kerosene asphalt paint is subjected to surface anticorrosive treatment, and the glass fiber cloth is used for carrying out the process technology reinforced protection of three-oil-two felt, so that the anticorrosive effect on the pile pipe 1 is improved, and the service life of the pile foundation is prolonged.
The present invention is not limited to the above-mentioned preferred embodiments, and any other products in various forms can be obtained by the teaching of the present invention, but any changes in the shape or structure thereof, which have the same or similar technical solutions as the present invention, fall within the protection scope of the present invention.
Claims (9)
1. The communication tower pipe pile foundation is characterized by comprising a pile pipe (1) and a tower body (2) which are embedded underground, wherein one end of the pile pipe (1) is provided with a flange plate (3) connected with the bottom of the tower body (2), the edge of the flange plate (3) is uniformly provided with a screw hole (4), the joint of the flange plate (3) and the end part of the pile pipe (1) is uniformly provided with a plurality of supporting reinforcing plates (5) which are right-angled triangles, the outer side of the bottom of the tower body (2) is provided with a concrete tower base (6), and the flange plate (3) is arranged in the concrete tower base (6) and is connected with the inner wall of the concrete tower base (6); wherein,
the right-angle long edge of the supporting reinforcing plate (5) is welded with the outer wall of the end part of the pile pipe (1), the right-angle short edge of the supporting reinforcing plate (5) is welded with the bottom of the flange plate (3), and the right-angle short edge of the supporting reinforcing plate (5) is located between the screw holes (4) and is adjacent to the screw holes.
2. The communication tower tubular pile foundation of claim 1, characterized in that a mounting hole (19) for communicating the inside of the pile tube (1) is formed in the middle of the flange plate (3), a threading tube (18) for threading a cable in the tower body (2) is arranged at the top inside the pile tube (1), two ends of the threading tube (18) are respectively connected with the pile tube (1) and the mounting hole (19), and a through hole for communicating the threading tube is formed in the side wall of the pile tube (1); wherein,
the flange plate (3) further comprises a sealing plate (20) for sealing the mounting hole (19).
3. The communication tower tubular pile foundation of claim 1, characterized in that a rib plate (7) is connected to the bottom of the adjacent supporting and reinforcing plate (5), two ends of the rib plate (7) are respectively welded to the two adjacent supporting and reinforcing plates (5), and a mounting hole (8) is formed between the rib plate (7) and the flange edge.
4. The communication tower tubular pile foundation of claim 1, characterized in that a conical drill pipe (9) is welded to one end of the pile pipe (1) far away from the flange (3), and a spiral knife (10) is arranged on the outer wall of the drill pipe (9).
5. The communication tower tubular pile foundation of claim 1, wherein a plurality of supporting ribs (11) are longitudinally arranged on the outer wall of the pile tube (1), and the supporting ribs (11) correspond to the screw holes (4) of the flange plate (3).
6. The communication tower pipe pile foundation of claim 1, wherein the outer side wall of the pile pipe (1) is provided with a pile body (21) extending outwards in the radial direction.
7. The communication tower pipe pile foundation of claim 1, wherein the outer wall of the pile pipe (1) is provided with a plurality of lifting lugs.
8. The communication tower pipe pile foundation of claim 1, wherein an anticorrosive coating (12) is arranged on the outer side wall of the pile pipe (1), the anticorrosive coating (12) sequentially comprises an inner plating layer (13), a middle coating layer (14) and a surface layer (15) from inside to outside, the inner plating layer (13) is a zinc plating layer, and the middle coating layer (14) is made of epoxy zinc-rich material.
9. The communication tower pipe pile foundation of claim 8, wherein the surface layer (15) is formed by connecting a paint coating layer (16) and a glass fiber cloth layer (17), and the paint coating layer (16) is made of a kerosene asphalt paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620218588.2U CN205387716U (en) | 2016-03-21 | 2016-03-21 | Communication tower pipe pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620218588.2U CN205387716U (en) | 2016-03-21 | 2016-03-21 | Communication tower pipe pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205387716U true CN205387716U (en) | 2016-07-20 |
Family
ID=56380728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620218588.2U Expired - Fee Related CN205387716U (en) | 2016-03-21 | 2016-03-21 | Communication tower pipe pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205387716U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106381881A (en) * | 2016-09-14 | 2017-02-08 | 中国海洋大学 | Gravity-type single-pile foundation |
| CN106436737A (en) * | 2016-08-26 | 2017-02-22 | 江苏铭远杆塔有限公司 | Communication steel pipe pile foundation pile pressing type greenbelt communication tower and installation method thereof |
| CN110258547A (en) * | 2019-05-17 | 2019-09-20 | 中国电力科学研究院有限公司 | A steel pipe pile joint and its processing method |
-
2016
- 2016-03-21 CN CN201620218588.2U patent/CN205387716U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436737A (en) * | 2016-08-26 | 2017-02-22 | 江苏铭远杆塔有限公司 | Communication steel pipe pile foundation pile pressing type greenbelt communication tower and installation method thereof |
| CN106381881A (en) * | 2016-09-14 | 2017-02-08 | 中国海洋大学 | Gravity-type single-pile foundation |
| CN106381881B (en) * | 2016-09-14 | 2018-06-22 | 中国海洋大学 | A kind of gravity type single-pile foundation |
| CN110258547A (en) * | 2019-05-17 | 2019-09-20 | 中国电力科学研究院有限公司 | A steel pipe pile joint and its processing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160720 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |