CN206220114U - A kind of eight High-Rise Pile Cap Foundations - Google Patents
A kind of eight High-Rise Pile Cap Foundations Download PDFInfo
- Publication number
- CN206220114U CN206220114U CN201621227287.2U CN201621227287U CN206220114U CN 206220114 U CN206220114 U CN 206220114U CN 201621227287 U CN201621227287 U CN 201621227287U CN 206220114 U CN206220114 U CN 206220114U
- Authority
- CN
- China
- Prior art keywords
- steel
- pile
- pipe
- pipe pile
- bearing platform
- 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.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of eight High-Rise Pile Cap Foundations, including concrete bearing platform and multiple steel-pipe piles, steel-pipe pile has eight, eight steel-pipe piles are obliquely evenly distributed in the lower section of concrete bearing platform, dividing plate is provided with the every top of steel-pipe pile, two bolt anchors are provided with the top of dividing plate is equal in every steel-pipe pile, are stretched out outside concrete bearing platform at the top of bolt anchor, eight tops of steel-pipe pile are buried and are fixed on concrete bearing platform.The beneficial effects of the utility model：Designed using eight steel tube pile structures, stability is good, it is strong to carry ability；It is used to connect Wind turbines using built-in type bolt anchor, the later stage is convenient for installation and maintenance, connects more solid and reliable.Meanwhile, bolt anchor also acts as the fixed effect for strengthening concrete bearing platform.In work progress by the way of pile after driving, it is ensured that eight uniformity and stability of steel-pipe pile, the installation accuracy and reliability of later stage Wind turbines are improved.
Description
Technical field
The utility model is related to a kind of High-Rise Pile Cap Foundation, more particularly to a kind of eight High-Rise Pile Cap Foundations and its construction party
Method.
Background technology
The bearing capacity of existing high-rise pile cap is poor, it is impossible to meet 5.0MW Wind turbines.Accordingly, it is desirable to provide a kind of new
Technical scheme solve the above problems.
Utility model content
The utility model technical issues that need to address are to provide a kind of eight High-Rise Pile Cap Foundations, and the basis can carry
5.0MW Wind turbines, and stability is good, easy construction, service life was up to more than 25 years.
To solve technical problem of the present utility model, the technical solution adopted in the utility model is：
A kind of eight High-Rise Pile Cap Foundations, including concrete bearing platform and multiple steel-pipe piles, the steel-pipe pile have eight, eight
Steel-pipe pile is obliquely evenly distributed in the lower section of concrete bearing platform, be provided with the every top of the steel-pipe pile every
Plate, two bolt anchors are provided with every steel-pipe pile in the top of the dividing plate is equal, and coagulation is stretched out at the top of the bolt anchor
Outside native cushion cap, eight tops of steel-pipe pile are buried and are fixed on concrete bearing platform.
Further, filled with the concrete for reinforcing bolt anchor in eight tops of steel-pipe pile.
Further, every a diameter of 2.0m of the steel-pipe pile, wall thickness are that 24-30mm, length are 80-82m.
Further, eight steel-pipe piles are distributed in the bottom of concrete bearing platform along the even circumferential of 11.3m diameters, every steel
The inclination angle of pile tube is 5:1, the depth in the every top Transducers Embedded in Concrete cushion cap of steel-pipe pile is 2.0m.
A kind of construction method of eight High-Rise Pile Cap Foundations, first, by eight steel-pipe piles label successively in sequence, then
First No. 1 steel-pipe pile is driven underground 2-3m using high intensity piling machine in construction marine site, then successively by No. 5 steel-pipe piles, No. 3
Steel-pipe pile, No. 7 steel-pipe piles, No. 2 steel-pipe piles, No. 4 steel-pipe piles, No. 6 steel-pipe piles and No. 8 steel-pipe piles are driven underground 2-3m, Ran Houzai
Eight steel-pipe piles are squeezed into default depth by the secondary order according to first time piling successively, then in the every top of steel-pipe pile
Install bolt anchor additional successively, and concrete is sequentially filled in the every top of steel-pipe pile for reinforcing bolt anchor, treat that concrete coagulates
Gu after, cap mold tool is set up at the tops of eight steel-pipe piles, then toward casting concrete in cushion cap mould and conserved, entertain
Mould is taken off after concrete setting in platform mould concrete bearing platform is obtained, be finally that completion is applied by detection and repairing
Work.
The beneficial effects of the utility model：Designed using eight steel tube pile structures, stability is good, it is strong to carry ability；Adopt
It is used to connect Wind turbines with built-in type bolt anchor, the later stage is convenient for installation and maintenance, connects more solid and reliable.Meanwhile, bolt anchor
Also act as the fixed effect for strengthening concrete bearing platform.In work progress by the way of pile after driving, it is ensured that eight steel-pipe piles
Uniformity and stability, improve later stage Wind turbines installation accuracy and reliability.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the top view of Fig. 1.
1st, concrete bearing platform, 2, steel-pipe pile, 3, dividing plate, 4, bolt anchor, 5, concrete.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.Following examples are merely to illustrate
The utility model, is not limited to protection domain of the present utility model.
As depicted in figs. 1 and 2, a kind of eight High-Rise Pile Cap Foundations, including concrete bearing platform 1 and eight steel-pipe piles 2, every
A diameter of 2.0m of steel-pipe pile 2, wall thickness are 24-30mm, length is 80-82m.Eight steel-pipe piles 2 are in the bottom of concrete bearing platform 1
It is distributed along the even circumferential of 11.3m diameters, the every inclination angle of steel-pipe pile 2 is 5:1, the every top embedment coagulation of steel-pipe pile 2
Depth in native cushion cap 1 is 2.0m.Be provided with dividing plate 3 in the every top of steel-pipe pile 2, in the every steel-pipe pile 2 every
The top of plate in is provided with two bolt anchors 4, the top of bolt anchor 4 is stretched out outside concrete bearing platform 1, in eight steel-pipe piles 2
Filled with the concrete 5 for reinforcing bolt anchor in top.
In construction, first, by eight steel-pipe piles label successively in sequence, then high intensity is utilized in construction marine site
First be driven underground No. 1 steel-pipe pile 2-3m by piling machine, then successively by No. 5 steel-pipe piles, No. 3 steel-pipe piles, No. 7 steel-pipe piles, No. 2 steel
Pile tube, No. 4 steel-pipe piles, No. 6 steel-pipe piles and No. 8 steel-pipe piles are driven underground 2-3m, then again according to the order of first time piling
Eight steel-pipe piles are squeezed into default depth successively, then bolt anchor is installed additional successively in the every top of steel-pipe pile, and every
Concrete is sequentially filled in the top of root steel-pipe pile for reinforcing bolt anchor, after after concrete setting, on eight tops of steel-pipe pile
Portion sets up cushion cap mould, then toward casting concrete in cushion cap mould and is conserved, and treats the concrete setting in cushion cap mould
After take off mould i.e. be obtained concrete bearing platform, finally by detection and repairing i.e. complete construction.
Claims (4)
1. a kind of eight High-Rise Pile Cap Foundations, including concrete bearing platform and multiple steel-pipe piles, it is characterised in that：The steel-pipe pile has
Eight, eight steel-pipe piles are obliquely evenly distributed in the lower section of concrete bearing platform, in the every top of the steel-pipe pile
Dividing plate is provided with, two bolt anchors, the top of the bolt anchor are provided with the top of the dividing plate is equal in every steel-pipe pile
Portion is stretched out outside concrete bearing platform, and eight tops of steel-pipe pile are buried and are fixed on concrete bearing platform.
2. a kind of eight High-Rise Pile Cap Foundations according to claim 1, it is characterised in that：In eight tops of steel-pipe pile
Filled with the concrete for reinforcing bolt anchor.
3. a kind of eight High-Rise Pile Cap Foundations according to claim 1 and 2, it is characterised in that：Every steel-pipe pile
A diameter of 2.0m, wall thickness are 24-30mm, length is 80-82m.
4. a kind of eight High-Rise Pile Cap Foundations according to claim 1 and 2, it is characterised in that：Eight steel-pipe piles are in coagulation
The bottom of native cushion cap is distributed along the even circumferential of 11.3m diameters, and the every inclination angle of steel-pipe pile is 5:1, the every top of steel-pipe pile
Depth in portion's Transducers Embedded in Concrete cushion cap is 2.0m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621227287.2U CN206220114U (en) | 2016-11-16 | 2016-11-16 | A kind of eight High-Rise Pile Cap Foundations |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621227287.2U CN206220114U (en) | 2016-11-16 | 2016-11-16 | A kind of eight High-Rise Pile Cap Foundations |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206220114U true CN206220114U (en) | 2017-06-06 |
Family
ID=58792523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621227287.2U Active CN206220114U (en) | 2016-11-16 | 2016-11-16 | A kind of eight High-Rise Pile Cap Foundations |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206220114U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638660A (en) * | 2016-11-16 | 2017-05-10 | 江苏海灵重工设备科技有限公司 | Eight-pile high pile cap foundation and construction method thereof |
| CN111236209A (en) * | 2020-02-13 | 2020-06-05 | 中国铁建港航局集团有限公司 | Device and method for stabilizing tubular pile of open sea pipe |
-
2016
- 2016-11-16 CN CN201621227287.2U patent/CN206220114U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638660A (en) * | 2016-11-16 | 2017-05-10 | 江苏海灵重工设备科技有限公司 | Eight-pile high pile cap foundation and construction method thereof |
| CN111236209A (en) * | 2020-02-13 | 2020-06-05 | 中国铁建港航局集团有限公司 | Device and method for stabilizing tubular pile of open sea pipe |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102400469A (en) | Secant pile drum type foundation and construction method thereof | |
| CN102182180B (en) | Rotary extrusion sleeve anchor rod and construction method thereof | |
| CN105297717A (en) | Composite foundation pile with lower portion enlarged diameter section and construction method of composite foundation pile | |
| CN206220114U (en) | A kind of eight High-Rise Pile Cap Foundations | |
| CN102808407A (en) | Construction method of soft-foundation reinforced concrete cast-in-place pile | |
| CN204919533U (en) | Drilling bored concrete pile hosqe bit | |
| CN110439353A (en) | A kind of erection construction method of concrete wire pole overturning-preventing | |
| CN201771514U (en) | Concealed tunneling structure with pile foundation | |
| CN207121896U (en) | Precast hollow uplift pile | |
| CN105862902A (en) | Steel-concrete nested composite cylinder foundation structure and construction equipment and method thereof | |
| CN206503157U (en) | The embedding rock mixing pile foundation of offshore wind farm | |
| CN204418169U (en) | The recoverable prestressed anchor cable of a kind of assembling | |
| CN204728318U (en) | Long auger cement paste dado formula implants the construction equipment of pile tube | |
| CN203639905U (en) | Spinning pile, spinning pile waist and spinning pile head | |
| CN105155573A (en) | Offshore wind turbine barrel-in-barrel foundation | |
| CN104975597B (en) | Cast-in situ bored pile post-inserted steel reinforcement cage multi-point delivery device and use method | |
| CN205776410U (en) | A kind of being applicable to suppresses the tunnel bottom structure of interstitital texture protuberance cracking at the bottom of tunnel | |
| CN211340834U (en) | But novel fan basis of self-adaptation stable control | |
| CN106638660A (en) | Eight-pile high pile cap foundation and construction method thereof | |
| CN210151705U (en) | Reinforcing pile for soft soil foundation | |
| CN203174586U (en) | Concrete pipe pile for reinforcing railway soft soil foundation | |
| CN206359878U (en) | A kind of pile foundation of light section steel structure bridge | |
| CN202247856U (en) | Earth borrowing annular pile for foundation treatment and underground foundation | |
| CN206418494U (en) | Steel reinforcement cage plants pile foundation structure | |
| CN206204985U (en) | A kind of environment-friendly type assembled grouting behind shaft or drift lining steel cylinder pile foundation |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |