CN202247927U - Barrel-shaped foundation with occlusive piles - Google Patents
Barrel-shaped foundation with occlusive piles Download PDFInfo
- Publication number
- CN202247927U CN202247927U CN2011202789841U CN201120278984U CN202247927U CN 202247927 U CN202247927 U CN 202247927U CN 2011202789841 U CN2011202789841 U CN 2011202789841U CN 201120278984 U CN201120278984 U CN 201120278984U CN 202247927 U CN202247927 U CN 202247927U
- Authority
- CN
- China
- Prior art keywords
- concrete pile
- foundation
- reinforced concrete
- pile
- piles
- 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
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the field of building foundations and bases, and particularly discloses a barrel-shaped foundation with occlusive piles, which comprises reinforced concrete piles, plain concrete piles and a bearing platform, the edge of a reinforced concrete piles is partially occluded with the edge of a neighboring plain concrete pile, the reinforced concrete piles and the plain concrete piles are distributed at intervals and form a ring-shaped pile foundation, and the bearing platform is positioned at the upper part of the ring-shaped pile foundation. The barrel-shaped foundation with occlusive piles can disperse a load thereon to the confining pressures of surrounding soil masses, has larger bending resistance, effectively takes the advantage of the constrain force of the soil masses, withstands a large bending moment from a towering structure, and provides better support and protection. Compared with the traditional foundation, the barrel-shaped foundation with occlusive piles saves a substantial amount of steel bars and concrete.
Description
Technical field
The utility model relates to building lot and basic field, particularly relates to a kind of interlock stake drum type basis.
Background technology
At present for the equipment of main equipment or dynamic load, like wind power generating set, frame, pylon fixing etc., shortcoming such as the form of foundation of employing exists cost high, and distortion is big, and is long in time limit.
China's wind energy is abundant; Because the generation of energy crisis and advocated in recent years use and develop green energy resource; Wind energy as a kind of cleaning, environmental protection and cheaply the energy become a kind of energy of advocating exploitation; Wind-powered electricity generation is built industry and is also begun continuous development, and the construction of wind energy turbine set has more wide prospect.
Though the cost of blower foundation shared proportion in whole blower fan cost is very little, ground and the safety on basis are determining the safety of whole pylon structure, aspect importance, are equal at least with superstructure.Because wind-powered electricity generation unit basis has the particularity of bearing 360 ° of direction reloadings and large eccentric pressuring, and is higher to the stability requirement of foundation.
Traditional main form that adopts in wind-powered electricity generation unit basis comprises spread footing and pile foundation.Spread footing is a kind of shallow foundation, is applicable to that embeded depth of foundation is less, the not high situation of bearing capacity of foundation soil.The construction of spread footing is too big to concrete consumption, needs to adopt bigger foundation ' s bottom area, also needs more reinforcing bar in addition.Pile foundation is a kind of deep foundation, is applicable to when natural bearing capacity of foundation soil and distortion can not satisfy actual requirement, act on the situation such as power machine basis have high-rise structure and needs than levels power and moment of flexure to weaken its vibration effect.Design of pile foundation is primarily aimed at soft foundation; Adopt spread footing can not satisfy the requirement of superstructure on the soft foundation to sedimentation and inclination angle; Therefore often adopt pile foundation, but the engineering quantity that common pile foundation needs is big, the duration is long and very big to the consumption of raw material.
The utility model content
The technical problem that (one) will solve
Problems such as the technical problem that the utility model will solve provides a kind of interlock stake drum type basis, and to overcome the bigger foundation area of needs on existing basis, it is big to expend concrete, needs more reinforcing bar, and engineering quantity is big, and is long in time limit, and consumption is big.
(2) technical scheme
For solving the problems of the technologies described above, the utility model provides a kind of interlock stake drum type basis, comprises reinforced concrete pile, plain concrete pile and cushion cap, adjacent said reinforced concrete pile and the embedding mutually of said plain concrete pile part edge; Said reinforced concrete pile and said plain concrete pile are spaced apart and form annular pile foundation; Said cushion cap is positioned at the top of said annular pile foundation.
Preferably, said reinforced concrete pile is built by reinforcing cage and plain concrete and is formed.
Preferably, the peaceful concrete pile of said element is built by ultra retarded concrete and is formed.
Preferably, said cushion cap is circle or regular polygon.
Preferably, said reinforced concrete pile and plain concrete pile are perpendicular to the horizontal plane setting.
Preferably, said reinforced concrete pile and plain concrete pile are cylindrical.
(3) beneficial effect
Technique scheme has following beneficial effect: a kind of interlock stake drum type basis that the utility model provides, and whole basis forms whole to increase its stability, guarantees that the basis can bear the huge bending moment that is transmitted by the top tall and slender structure; The basis that can produce more effective reinforced concrete support force simultaneously obtains better support effect and bending resistance effect, compares with the conventional piles basis and can save a certain amount of reinforcing bar and concrete.Body of wall rigidity is big on the other hand, and barrier performance is good, applicable to multiple foundation condition; Again on the one hand should the basis work efficiency high, the duration is short, reliable in quality and economic benefit are high.
Description of drawings
Fig. 1 is the vertical view on the interlock stake drum type basis of the utility model embodiment;
Fig. 2 is joint, the interlock stake drum type basis vertical view of the utility model embodiment;
Fig. 3 is the interlock stake drum type foundation construction precedence diagram of the utility model embodiment;
Fig. 4 is the stereogram on the embedding stake drum type basis of the utility model embodiment;
Fig. 5 is the flow chart of the basic construction method of the interlock stake drum type of the utility model embodiment.
Wherein, 1: plain concrete pile; 2: reinforced concrete pile; 3: cushion cap; 11: ultra retarded concrete; 21: reinforcing cage; 22: concrete.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment, the specific embodiment of the utility model is described in further detail.Following examples are used to explain the utility model, but are not used for limiting the scope of the utility model.
Like Fig. 1, Fig. 2 and shown in Figure 3, a kind of interlock stake drum type basis of the utility model embodiment comprises: plain concrete pile 1, reinforced concrete pile 2 and cushion cap 3.
As shown in Figure 5, the construction method on the interlock stake drum type basis of the utility model includes following steps:
Step S1; Build according to interlock stake drum type Base Design shape and to lead wall, particularly: lead wall chase along phase embedding drum type basic engineering circumferential position excavation, and be cast in to lead to form in the wall chase with steel concrete and lead wall; Lead the wall degree of depth generally at 1.2m～2.0m; The bottom is dropped on the former soil layer, leads the wall metope and is higher than construction plant 10m～20cm, and the effect of leading wall is that the position that limits plain concrete pile 1 and reinforced concrete pile 2 also provides support for pile machinery;
Step S2 carries out the excavation in plain concrete pile hole: put into sleeve pipe within the walls and use all casing drill to fetch earth at sleeve pipe leading, when fetching earth, press down sleeve pipe, formin concrete pile hole;
Step S3, treat that per two plain concrete pile holes are dug after, in the plain concrete pile hole perfusion ultra retarded concrete;
Step S4 before the ultra retarded concrete initial set of plain concrete pile 1, carries out the excavation in reinforced concrete pile hole between per two plain concrete piles;
Step S5, treat that the reinforced concrete pile hole is dug after, put into reinforcing cage and carry out concrete casting;
Step S6, repeating step S2-S5 carry out the construction of reinforced concrete pile 2 and plain concrete pile 1, and be as shown in Figure 4; The construction sequence of plain concrete pile 1 and reinforced concrete pile 2 is: doing the stake of I type earlier is plain concrete pile 1; After the stake of two I types, doing the stake of II type again is reinforced concrete pile 2 before and after accomplishing, and concrete sequence of construction is I1 → I2 → II1 → I3 → II2 → I4 → II3......I; The stake of II type is spaced apart, forms circulus after construction is accomplished.When constructing at last, the concrete of first plain concrete pile 1 solidifies when building last root reinforced concrete pile 2, and interlock fully possibly influence the globality of mechanism, several kinds of technologies below can adopting this moment:
1, two reinforced concrete piles 2 that increase are positioned at the both sides of last reinforced concrete pile 2 and first plain concrete pile 1 intersection, and with last root reinforced concrete pile 2 embedding mutually.
2, first pile is made sand pile, treat that last root reinforced concrete pile 2 is accomplished after, dig out sand and placing of concrete.
3, add steel sleeve in first pile, treat that last root reinforced concrete pile 2 is accomplished after, penetration concrete in steel sleeve.
Step S7 builds cushion cap 3 on the circulus that reinforced concrete pile 2 and plain concrete pile 1 form, accomplish the construction on interlock stake drum type basis.
Can find out by above embodiment; The utility model embodiment bears the horizontal confined pressure that the suffered load in basis is distributed to surrounding soil through adopting interlock stake drum type basis; Have bigger bending resistance, effectively utilized the restraint forces of soil layer, guarantee that the basis can bear the huge bending moment that is transmitted by tall and slender structure; Have better support effect and bending resistance effect, compare with traditional basis and can save a certain amount of reinforcing bar and concrete.
The above only is the preferred implementation of the utility model; Should be understood that; For those skilled in the art; Under the prerequisite that does not break away from the utility model know-why, can also make some improvement and modification, these improvement and modification also should be regarded as the protection domain of the utility model.
Claims (6)
1. an interlock stake drum type basis is characterized in that, comprises reinforced concrete pile, plain concrete pile and cushion cap, adjacent said reinforced concrete pile and the embedding mutually of said plain concrete pile part edge; Said reinforced concrete pile and said plain concrete pile are spaced apart and form annular pile foundation; Said cushion cap is positioned at the top of said annular pile foundation.
2. interlock stake drum type as claimed in claim 1 basis is characterized in that said reinforced concrete pile is built by reinforcing cage and plain concrete and formed.
3. interlock stake drum type as claimed in claim 1 basis is characterized in that said plain concrete pile is built by ultra retarded concrete and formed.
4. interlock stake drum type as claimed in claim 1 basis is characterized in that said cushion cap is circle or regular polygon.
5. interlock stake drum type as claimed in claim 1 basis is characterized in that said reinforced concrete pile and plain concrete pile are perpendicular to the horizontal plane setting.
6. like each described interlock stake drum type basis of claim 1-5, it is characterized in that said reinforced concrete pile and plain concrete pile are cylindrical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202789841U CN202247927U (en) | 2011-08-02 | 2011-08-02 | Barrel-shaped foundation with occlusive piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202789841U CN202247927U (en) | 2011-08-02 | 2011-08-02 | Barrel-shaped foundation with occlusive piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202247927U true CN202247927U (en) | 2012-05-30 |
Family
ID=46109189
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202789841U Expired - Fee Related CN202247927U (en) | 2011-08-02 | 2011-08-02 | Barrel-shaped foundation with occlusive piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202247927U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102400469A (en) * | 2011-08-02 | 2012-04-04 | 北京健安诚岩土工程有限公司 | Secant pile drum type foundation and construction method thereof |
| CN104831764A (en) * | 2015-05-26 | 2015-08-12 | 中国能源建设集团广东电力工程局有限公司 | Reinforcing structure of facility foundation on sand near beach |
| CN107190763A (en) * | 2017-06-14 | 2017-09-22 | 中铁第四勘察设计院集团有限公司 | By many paxilla Shu Hecheng class large diameter pile and its construction method |
| WO2021184746A1 (en) * | 2020-03-16 | 2021-09-23 | 中国华能集团清洁能源技术研究院有限公司 | Wind turbine base having composite cylindrical structure |
-
2011
- 2011-08-02 CN CN2011202789841U patent/CN202247927U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102400469A (en) * | 2011-08-02 | 2012-04-04 | 北京健安诚岩土工程有限公司 | Secant pile drum type foundation and construction method thereof |
| CN104831764A (en) * | 2015-05-26 | 2015-08-12 | 中国能源建设集团广东电力工程局有限公司 | Reinforcing structure of facility foundation on sand near beach |
| CN107190763A (en) * | 2017-06-14 | 2017-09-22 | 中铁第四勘察设计院集团有限公司 | By many paxilla Shu Hecheng class large diameter pile and its construction method |
| WO2021184746A1 (en) * | 2020-03-16 | 2021-09-23 | 中国华能集团清洁能源技术研究院有限公司 | Wind turbine base having composite cylindrical structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102400469B (en) | Secant pile drum type foundation and construction method thereof | |
| CN205000355U (en) | Box gravity type marine wind power foundation structure | |
| CN101545462B (en) | A steel-concrete combined weight type offshore wind fan foundation structure | |
| CN102359118B (en) | Annular foundation of underground continuous wall and construction method thereof | |
| CN108867688A (en) | A kind of offshore wind turbine gravity type foundation and its installation method | |
| CN204059342U (en) | Be applicable to the marine wind electric field fan single-pile foundation of deep soft layer | |
| CN104818727A (en) | Single pile and gravity combined offshore wind power foundation | |
| CN211646450U (en) | Offshore wind power single pile-wing plate-rockfill composite foundation | |
| CN105297765A (en) | Offshore wind power plant draught fan combined-type rock-socketed pile foundation and construction method thereof | |
| CN101539118B (en) | Passive antiscour base of basic structure of gravity-type offshore wind turbine | |
| CN204139197U (en) | Bottom enlarging prestress anchoring pile wind energy conversion system basis | |
| CN202247927U (en) | Barrel-shaped foundation with occlusive piles | |
| CN105604081A (en) | Offshore wind turbine rock-socketed foundation suitable for batholithic seabed and construction method of offshore wind turbine rock-socketed foundation | |
| CN111236294A (en) | Combined cylinder structure fan foundation | |
| CN204825949U (en) | Marine fan basis connection structure of pipe posture of driving piles in advance | |
| CN204645074U (en) | A kind of single pile-gravity associating offshore wind power foundation | |
| CN105862906A (en) | Offshore wind power plant draught fan single pile foundation and construction method | |
| CN201502064U (en) | Offshore wind turbine steel structural foundation | |
| CN201713827U (en) | Fan base structure of offshore wind power station | |
| CN213625671U (en) | Offshore wind power pile and bucket composite foundation structure connected by adopting reverse balance flange structure | |
| CN205116207U (en) | Offshore wind farm fan combined type embedded rock pile basis | |
| CN208917861U (en) | A kind of offshore wind turbine gravity type foundation | |
| CN204491567U (en) | Prefabricated steel pipe pile wind power generation platform | |
| CN204282390U (en) | For the steel concrete-steel structure mixing gravity type foundation of offshore wind farm | |
| CN203782738U (en) | Prefabricated type communication base station foundation |
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: 20120530 Termination date: 20140802 |
|
| EXPY | Termination of patent right or utility model |