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
- Authority
- CN
- China
- Prior art keywords
- pipe
- pile
- ring flange
- pile foundation
- communication iron
- 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
Links
- 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
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 42
- 229910052742 iron Inorganic materials 0.000 claims description 21
- 239000003973 paint Substances 0.000 claims description 11
- 230000035515 penetration Effects 0.000 claims description 10
- 238000005553 drilling Methods 0.000 claims description 8
- 239000002344 surface layer Substances 0.000 claims description 8
- 239000011248 coating agent Substances 0.000 claims description 7
- 238000000576 coating method Methods 0.000 claims description 7
- 238000007667 floating Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 7
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 6
- 239000010410 layer Substances 0.000 claims description 6
- 239000011701 zinc Substances 0.000 claims description 6
- 229910052725 zinc Inorganic materials 0.000 claims description 6
- 239000004744 fabric Substances 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 5
- 239000003365 glass fiber Substances 0.000 claims description 4
- 239000004593 Epoxy Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 16
- 229910000831 Steel Inorganic materials 0.000 abstract description 6
- 239000010959 steel Substances 0.000 abstract description 6
- 230000000694 effects Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
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
This utility model relates to electrical equipment technical field, particularly to a kind of communication iron tower pipe pile foundation.
Background technology
Before iron tower of power transmission line is installed, needing to make pile foundation in advance at the construction field (site), existing pile foundation generally adopts reinforced concrete structure, its complexity of constructing, construction period is longer, construction site is relatively big, and curing cycle is long, in addition, existing pile foundation is executing whether man-hour requirement consideration construction site soil property meets pile foundation construction, also suffering from the impact of construction seasons, for instance winter, rainy season all can not construct, this will have a strong impact on power construction efficiency simultaneously.
Existing patent publication No. is the pile foundation of the CN201730107U a kind of power steel pipe tower provided, this pile foundation overcomes the defect that the pile foundation of above-mentioned reinforced concrete structure exists, but this pile foundation yet suffers from steel pipe, and piling is cumbersome, long construction period, after steel pipe is embedded in underground, and between layer of ground soil, frictional force is less, poor stability, bearing capacity is low, and service life cannot ensure, poor practicability.
Utility model content
In order to solve the above-mentioned problems in the prior art, this utility model provides a kind of communication iron tower pipe pile foundation.
The concrete technical scheme of this utility model is as follows:
This utility model provides a kind of communication iron tower pipe pile foundation, including the pile pipe and the tower body that are embedded in underground, described pile pipe one end is provided with and the ring flange being connected bottom described tower body, described ring flange edge is uniformly provided with screw, the junction of described ring flange and described pile pipe end is uniformly provided with the support reinforcing plate of some rectangular trianglees, described tower body bottom outside is provided with concrete towers seat, and described ring flange is located in described concrete towers seat and is connected with described concrete towers seat inwall；Wherein,
The long limit, right angle of described support reinforcing plate is welded with described pile pipe end outer wall, the right angle minor face of described support reinforcing plate and described ring flange bottom welding, and the right angle minor face of described support reinforcing plate is between adjacent described screw.
Further, have for connecting the installing hole within described pile pipe in the middle part of described ring flange, described pile pipe inner top is provided with the penetration pipe for described tower body cross-under cable, the two ends of described penetration pipe are connected with described pile pipe and described installing hole respectively, and described pile pipe sidewall has the through hole for connecting described penetration pipe；Wherein,
Described ring flange also includes the sealing plate for closing described installing hole.
Further, connecting floor bottom adjacent described support reinforcing plate, described floor two ends are respectively welded on two adjacent described support reinforcing plates, form installing hole between described floor and described flange periphery.
Further, described pile pipe welding conical drilling pipe away from one end of described ring flange, the outer wall of described drilling pipe is provided with circular knife.
Further, described pile pipe outer wall being longitudinally provided with some support ribs, described support rib is corresponding with the described screwhole position of described ring flange.
Further, described pile pipe lateral wall be provided with extend radially outward go out pile body.
Further, described pile pipe outer wall is provided with some hangers.
Preferably, described pile pipe lateral wall is provided with anticorrosive coat, and described anticorrosive coat includes interior coating, floating coat and surface layer successively outside interior, and described interior coating is zinc coat, and described floating coat is epoxy zinc-rich material.
Preferably, described surface layer is formed by connecting by the coat of paint and glass fiber layer of cloth, and the described coat of paint is kerites paint materials.
The beneficial effects of the utility model are as follows: this utility model provides a kind of simple in construction, is prone to the pile foundation of the steel tube tower of processing, on-the-spot group can standing, make foundation construction convenient and swift, bearing capacity is high, and without curing period, shorten the construction period on basis greatly.
Accompanying drawing explanation
Fig. 1 is the front view of a kind of communication iron tower pipe pile foundation described in embodiment 1；
Fig. 2 is the top view of a kind of communication iron tower pipe pile foundation described in embodiment 2；
Fig. 3 is the sectional view of a kind of communication iron tower pipe pile foundation described in embodiment 2；
Fig. 4 is the upward view of pile pipe in a kind of communication iron tower pipe pile foundation described in embodiment 2；
Fig. 5 is the sectional view of pile pipe in a kind of communication iron tower pipe pile foundation described in embodiment 2；
Fig. 6 is the sectional view of the surface layer of pile pipe in a kind of communication iron tower pipe pile foundation described in embodiment 2.
Wherein: 1, pile pipe；2, tower body；3, ring flange；4, screw；5, support reinforcing plate；6, concrete towers seat；7, floor；8, installing hole；9, drilling pipe；10, circular knife；11, support rib；12, anticorrosive coat；13, interior coating；14, floating coat；15, surface layer；16, the coat of paint；17, glass fiber layer of cloth；18, penetration pipe；19, installing hole；20, sealing plate；21, pile body is gone out.
Detailed description of the invention
Below in conjunction with accompanying drawing and following example, this utility model is described in further detail.
Embodiment 1
As shown in Figure 1, this utility model embodiment 1 provides a kind of communication iron tower pipe pile foundation, including the pile pipe 1 and the tower body 2 that are embedded in underground, described pile pipe 1 one end be provided with described tower body 2 bottom mounting flange 3, described ring flange 3 is uniformly provided with screw 4, tower body 2 and described pile pipe 1 are bolted, it is simple to dismounting and installation, the junction of described ring flange 3 and described pile pipe 1 end is uniformly provided with the support reinforcing plate 5 of some rectangular trianglees.
Support reinforcing plate 5 promotes bulk strength and the stability of pile foundation, it is ensured that the stability of tower body 2 after installation, the load simultaneously making pile pipe 1 is higher.Support reinforcing plate 5 may be designed as inside and outside symmetrical structure and is fixed on ring flange 3 and the junction of described pile pipe 1 end, plays support effect.
Described tower body 2 bottom outside is provided with concrete towers seat 6, and described ring flange 3 is located in described concrete towers seat 6 and is connected with described concrete towers seat 6 inwall.Piling bar pipe 1 need not build molding, it is only necessary to gets stake holes and can directly descend stake, and have certain modulability during lower stake, cannot regulate pile pipe 1 angle unlike building pile.After lower stake completes, the flange bottom ring flange 3 and tower body 2 can be directly connected to, and thus can tower body 2 and pile pipe 1 quickly be fixed, then with concrete towers seat 6 package, construction period is very short.Furthermore, when needs are removed or change tower body, as long as destroying that concrete of package, can directly change tower body, rapid and convenient of constructing, additionally, ring flange 3 is connected with concrete towers seat 6, it is greatly promoted bonding strength.
The long limit, right angle of described support reinforcing plate 5 is welded with described pile pipe 1 end outer wall, the right angle minor face of described support reinforcing plate 5 and described ring flange 3 bottom welding, and the right angle minor face of described support reinforcing plate 5 is between adjacent described screw 4.
Tower body 2 and pile pipe 1 are by flanged connected mode, it is to avoid earth excavation and concreting, therefore can installation at any time, without consideration concrete curing period in construction, the completion on schedule for engineering provides guarantee.
Embodiment 2
This utility model embodiment 2 further defines the structure of pile pipe 1 on the basis of embodiment 1, improves the stability of pile foundation.
As shown in Figures 2 and 3, in order to facilitate tower body 2 threading, this utility model further defines and has for connecting the installing hole 19 within described pile pipe 1 in the middle part of described ring flange 3, described pile pipe 1 inner top is provided with the penetration pipe 18 for described tower body 2 cross-under cable, the two ends of described penetration pipe 18 are connected with described pile pipe 1 and described installing hole 19 respectively, and described pile pipe 1 sidewall has the through hole for connecting described penetration pipe；Wherein, described ring flange 3 also includes the sealing plate 20 for closing described installing hole 19.After threading terminates, seal installing hole 19 by sealing plate 20.
As shown in Figure 4, in order to improve the bearing capacity of pile pipe 1, the technical program further defines connection floor 7 bottom adjacent described support reinforcing plate 5, described floor 7 two ends are respectively welded on two adjacent described support reinforcing plates 5, form installing hole 8 between described floor 7 and described flange periphery.Floor 7 two ends are fixed on two adjacent support reinforcing plates 5, and floor 7, support reinforcing plate 5 are jointly formed stable fixed frame, improve stability and the bearing capacity of pile pipe 1, and installing hole 8 facilitates operation to tight a bolt in addition, thus installing tower body 2.
Needing it is further noted that weld conical drilling pipe 9 away from one end of described ring flange 3 in described pile pipe 1, the outer wall of described drilling pipe 9 is provided with circular knife 10.The design of drilling pipe 9 and circular knife 10 can reduce difficulty of construction, convenient piling, improves piling efficiency, practical.
Longitudinally being provided with some support ribs 11 on described pile pipe 1 outer wall, described support rib 11 is corresponding with described screw 4 position of described ring flange 3.Being designed to of support rib 11 has good tightness between sub-surface, improves stability and the load of pile foundation.
In order to improve the lightning-arrest effect of pile foundation, extend the service life of pile foundation, this utility model define described pile pipe 1 lateral wall be provided with extend radially outward go out pile body 21, go out pile body and can stretch out structure for angle steel, angle bar etc., it is about 6-8 centimetre, go out the degree of depth general distance ground 2.5-3 rice of pile body, primarily serve lightning-arrest effect.
In order to improve lower stake efficiency, this utility model defines described pile pipe 1 outer wall and is provided with some hangers.The convenient lower stake of the design of hanger, can also strengthen the fixed effect of piling bar as supplementary structure after lower stake.
As shown in Figure 5, in order to extend the service life of underground preburied pile pipe 1, this utility model preferably devises, described pile pipe 1 lateral wall is provided with anticorrosive coat 12, described anticorrosive coat 12 includes interior coating 13, floating coat 14 and surface layer 15 successively outside interior, described interior coating 13 is zinc coat, and described floating coat 14 is epoxy zinc-rich material.The design of anticorrosive coat 12 improves the protected effect to pile pipe 1, extends service life.
As shown in Figure 6, it is preferred that described surface layer 15 is formed by connecting by the coat of paint 16 and glass fiber layer of cloth 17, the described coat of paint 16 is kerites paint materials.Top layer adopts the anti-corrosion material of China Petroleum Pipeline office buried pipe, and kerites paint carries out surface anticorrosion process, then carries out the Technology enhanced protection of three oily two felts with glass wool cloth, thus improving the antiseptic effect to pile pipe 1, extends the service life of pile foundation.
This utility model is not limited to above-mentioned preferred forms; anyone can draw other various forms of products under enlightenment of the present utility model; no matter but in its shape or structure, do any change; every have same or like with the application like technical scheme, all fall within protection domain of the present utility model.
Claims (9)
1. a communication iron tower pipe pile foundation, it is characterized in that, including the pile pipe (1) and the tower body (2) that are embedded in underground, described pile pipe (1) one end is provided with the ring flange (3) being connected with described tower body (2) bottom, described ring flange (3) edge is uniformly provided with screw (4), the junction of described ring flange (3) and described pile pipe (1) end is uniformly provided with the support reinforcing plate (5) of some rectangular trianglees, described tower body (2) bottom outside is provided with concrete towers seat (6), described ring flange (3) is located in described concrete towers seat (6) and is connected with described concrete towers seat (6) inwall；Wherein,
The long limit, right angle of described support reinforcing plate (5) is welded with described pile pipe (1) end outer wall, the right angle minor face of described support reinforcing plate (5) and described ring flange (3) bottom welding, and the right angle minor face of described support reinforcing plate (5) is positioned between adjacent described screw (4).
2. communication iron tower pipe pile foundation as claimed in claim 1, it is characterized in that, described ring flange (3) middle part has the installing hole (19) internal for connecting described pile pipe (1), described pile pipe (1) inner top is provided with the penetration pipe (18) for described tower body (2) cross-under cable, the two ends of described penetration pipe (18) are connected with described pile pipe (1) and described installing hole (19) respectively, and described pile pipe (1) sidewall has the through hole for connecting described penetration pipe；Wherein,
Described ring flange (3) also includes the sealing plate (20) for closing described installing hole (19).
3. communication iron tower pipe pile foundation as claimed in claim 1, it is characterized in that, adjacent described support reinforcing plate (5) bottom connects floor (7), described floor (7) two ends are respectively welded on two adjacent described support reinforcing plates (5), form installing hole (8) between described floor (7) and described flange periphery.
4. communication iron tower pipe pile foundation as claimed in claim 1, it is characterized in that, welding conical drilling pipe (9) away from one end of described ring flange (3) in described pile pipe (1), the outer wall of described drilling pipe (9) is provided with circular knife (10).
5. communication iron tower pipe pile foundation as claimed in claim 1, it is characterized in that, longitudinally being provided with some support ribs (11) on described pile pipe (1) outer wall, described support rib (11) is corresponding with described screw (4) position of described ring flange (3).
6. communication iron tower pipe pile foundation as claimed in claim 1, it is characterised in that described pile pipe (1) lateral wall be provided with extend radially outward go out pile body (21).
7. communication iron tower pipe pile foundation as claimed in claim 1, it is characterised in that described pile pipe (1) outer wall is provided with some hangers.
8. communication iron tower pipe pile foundation as claimed in claim 1, it is characterized in that, described pile pipe (1) lateral wall is provided with anticorrosive coat (12), described anticorrosive coat (12) includes interior coating (13), floating coat (14) and surface layer (15) successively outside interior, described interior coating (13) is zinc coat, and described floating coat (14) is epoxy zinc-rich material.
9. communication iron tower pipe pile foundation as claimed in claim 8, it is characterized in that, described surface layer (15) is formed by connecting by the coat of paint (16) and glass fiber layer of cloth (17), and the described coat of paint (16) is kerites paint material.
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 kind of 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 kind of 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 |
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| CF01 | Termination of patent right due to non-payment of annual fee |