CN109024579A - A kind of composite foundation with rigid-flexible piles foundation pile - Google Patents
A kind of composite foundation with rigid-flexible piles foundation pile Download PDFInfo
- Publication number
- CN109024579A CN109024579A CN201810795978.XA CN201810795978A CN109024579A CN 109024579 A CN109024579 A CN 109024579A CN 201810795978 A CN201810795978 A CN 201810795978A CN 109024579 A CN109024579 A CN 109024579A
- Authority
- CN
- China
- Prior art keywords
- footing
- rotary table
- rigid
- end outer
- foundation
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/48—Piles varying in construction along their length, i.e. along the body between head and shoe, e.g. made of different materials along their length
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/04—Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/50—Piles comprising both precast concrete portions and concrete portions cast in situ
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/72—Pile shoes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of composite foundation with rigid-flexible piles foundation piles, including ground pile main body, the upper end outer surface of the ground pile main body is provided with detachable open funnel, reinforcing bar is set in being provided with above the detachable open funnel, the lower end of the ground pile main body is provided with carrying rotary table, the lower end outer surface of described device main body is provided with stake mouth close to the lower end outer surface of carrying rotary table, the lower end outer surface of the stake mouth is provided with bottom stake seat, the lower end outer surface of the bottom stake seat is provided with footing, one side external surface of the footing is provided with fixed frame, and the lower end inside of footing is provided with shoe, the upper end outer surface of the carrying rotary table is provided with pouring mouth.A kind of composite foundation with rigid-flexible piles foundation pile of the present invention is equipped with carrying rotary table, detachable open funnel, bottom stake seat and footing, can be convenient carry out pile driving by vibration, facilitate pouring, so that pile body lower end is more stable, bring better prospect of the application.
Description
Technical field
The present invention relates to building lot field, in particular to a kind of composite foundation with rigid-flexible piles foundation pile.
Background technique
Modern building technology continues to develop, and high buildings and large mansions such as emerge rapidly in large numbersBamboo shoots after a spring rain, rise sheer from level ground, it is known that for building one
High building ground first consolidates critically important, and in ground construction, the effect of ground pile seems especially prominent, and the design of ground pile is rationally
It can guarantee that ground is solid, ensure that the quality of ground could one mansion of erect.In the case where modern economy continues to develop,
Higher floor, which is built up, in certain area meets economic benefit, and traditional ground pilework is simple, although being easy to construct,
Be the foundation structure as modern architecture, can not consolidate high-storey ground, to various regions different soils environmental adaptability compared with
Difference can not separately provide the platform consolidated to ground, can not stronger stable Soft Soil Layer, for this purpose, it is proposed that a kind of rigid-soft
Property pile composite foundation foundation pile.
Summary of the invention
The main purpose of the present invention is to provide a kind of composite foundation with rigid-flexible piles foundation pile, can effectively solve to carry on the back
The problems in scape technology.
To achieve the above object, the technical scheme adopted by the invention is as follows:
The upper end outer surface of a kind of composite foundation with rigid-flexible piles foundation pile, including ground pile main body, the ground pile main body is set
Be equipped with detachable open funnel, be provided with above the detachable open funnel in set reinforcing bar, the lower end of the ground pile main body
It is provided with carrying rotary table, the lower end outer surface of described device main body is provided with stake mouth, institute close to the lower end outer surface of carrying rotary table
The lower end outer surface for stating stake mouth is provided with bottom stake seat, and the lower end outer surface of bottom stake seat is provided with footing, and the one of the footing
Side external surface is provided with fixed frame, and the lower end inside of footing is provided with shoe, the upper end outer surface setting of the carrying rotary table
There is pouring mouth.
Preferably, stake mouth is provided between the bottom stake seat and carrying rotary table, the bottom stake seat is fixedly connected by stake mouth
Carry rotary table.
Preferably, the quantity of the footing is three groups, and fixed frame is provided between the footing, is led between the footing
Fixed frame is crossed to be mutually permanently connected two-by-two.
Preferably, carrying rotary table, the detachable open funnel are provided between the detachable open funnel and stake mouth
It is fixedly connected by carrying rotary table with stake mouth.
Preferably, the quantity of the shoe is three groups, and the shoe matches with footing, sets between the shoe and footing
It is equipped with fixed cement, the shoe is fixedly connected by fixed cement with footing.
Preferably, reinforcing bar is set in being provided through on the inside of the pouring mouth, the interior outer surface for setting reinforcing bar is provided with
Screw thread, the quantity of screw thread are several groups, and screw thread is from the interior outer surface center for setting reinforcing bar to external diffusion.
Preferably, the upper end outer surface of the carrying rotary table is provided with installation screw hole, and the quantity for installing screw hole is four
Group is arranged in equidistant ring.
Compared with prior art, the invention has the following beneficial effects: the composite foundation with rigid-flexible piles foundation piles to pass through
Detachable opening funnel can be more convenient to carry out concrete casting, facilitate operation, and saving pours the time, improves efficiency, and reduce
Construction period；By carrying rotary table, detachable open funnel can be both installed, installing and using for hammer ram can also have been carried out, side
Just piling operation has certain multi-functional；The lower end of bottom stake seat is provided with footing, fixed frame and shoe, it can be more firm
Solid fix ground pile in underground so that sedimentation reduce so that ground it is more stable securely so that the ground of the ground pile be suitble to it is various
Difference building, while concrete being facilitated to be formed, so that the ground pile is adapted to different soil strata structures；In hollow dress mouth
Inside, which is provided in center, sets reinforcing bar, and concreting is set reinforcing bar outer surface inside when in use, and this design can make
Ground builds up that rear intensity is very big, be adapted to the building requirements of skyscraper；Above-mentioned advantage makes the rigid-flexible pile compoundly
The effect of base foundation pile used is more preferable, and all kinds of buildings such as skyscraper, storage tank and roadbed are suitble in the scope of application, are also fitted
Answer the rock stratum environment that various regions are different, foundation strength also has significant increase, it is reason to believe that can in market prospects beyond tradition
Foundation pile.
Detailed description of the invention
Fig. 1 is a kind of overall structure diagram of composite foundation with rigid-flexible piles foundation pile of the present invention；
Fig. 2 is a kind of partial view of composite foundation with rigid-flexible piles foundation pile of the present invention；
Fig. 3 is a kind of enlarged drawing of the A of composite foundation with rigid-flexible piles foundation pile of the present invention；
Fig. 4 is a kind of view of upper end of composite foundation with rigid-flexible piles foundation pile of the present invention.
In figure: 1, ground pile main body；2, detachable open funnel；3, interior to set reinforcing bar；4, rotary table is carried；5, stake mouth；6, bottom stake
Seat；7, footing；8, fixed frame；9, shoe；10, mouth is poured.
Specific embodiment
To be easy to understand the technical means, the creative features, the aims and the efficiencies achieved by the present invention, below with reference to
Specific embodiment, the present invention is further explained.
As shown in Figs 1-4, a kind of composite foundation with rigid-flexible piles foundation pile, including ground pile main body 1, ground pile main body 1 it is upper
End outer surface is provided with detachable open funnel 2, the top of detachable opening funnel 2 be provided in set reinforcing bar 3, ground pile main body 1
Lower end be provided with carrying rotary table 4, the lower end outer surface of ground pile main body 1 is provided with stake close to the lower end outer surface of carrying rotary table 4
Mouth 5, the lower end outer surface of stake mouth 5 are provided with bottom stake seat 6, and the lower end outer surface of bottom stake seat 6 is provided with footing 7, the side of footing 7
Outer surface is provided with fixed frame 8, and the lower end inside of footing 7 is provided with shoe 9, and the upper end outer surface of carrying rotary table 4 is provided with
Pour mouth 10.
Stake mouth 5 is provided between bottom stake seat 6 and carrying rotary table 4, bottom stake seat 6 is fixedly connected with carrying rotary table 4 by stake mouth 5；
The quantity of footing 7 is three groups, and fixed frame 8 is provided between footing 7, passes through the company of being fixed to each other two-by-two of fixed frame 8 between footing 7
It connects；Carrying rotary table 4 is provided between detachable opening funnel 2 and stake mouth 5, detachable opening funnel 2 passes through carrying rotary table 4 and stake
Mouth 5 is fixedly connected；The quantity of shoe 9 is three groups, and shoe 9 matches with footing 7, is provided between shoe 9 and footing 7 detachable
Bolt, shoe 9 are flexibly connected by detachable latch with footing 7；The inside of pouring mouth 10 sets reinforcing bar 3 in being provided through, interior
If the outer surface of reinforcing bar 3 is provided with screw thread, the quantity of screw thread is several groups, and screw thread is outside by the interior outer surface center for setting reinforcing bar 3
Diffusion；The upper end outer surface of carrying rotary table 4 is provided with installation screw hole, and it is in equidistant ring that the quantity for installing screw hole, which is four groups,
Arrangement.
It should be noted that the present invention is a kind of composite foundation with rigid-flexible piles foundation pile, when in use, user is logical
The screw hole crossed on carrying rotary table 4 can carry out the disassembly of detachable open funnel 2, install hammer ram, ground pile main body 1 is vibrated
It drives piles to ground and only remains the top of carrying rotary table 4, carrying the multi-functional of rotary table 4 can in the construction process, to facilitate construction,
Shorten the construction period, reduce construction cost, then detachable open funnel 2 is installed on carrying rotary table 4, sets reinforcing bar 3 for interior
It is put into 1 hollow inner side of ground pile main body, the foundation strength after pouring can be made to be adapted to the ground building of more high-storey
It is required that being poured into stake mouth 5, bottom stake seat 6 and footing 7 by detachable open funnel 2 then using the concrete being stirred
Inside facilitates pouring for concrete, and vertical concrete design can have more firm ground, have certain antidetonation
Then performance removes detachable open funnel 2 to concreting to building requirements height, carrying rotary table 4 is suspended to crane
On, ground pile main body 1 is pulled out into ground, is divided shoe 9 and footing 7 by the detachable latch being arranged between shoe 9 and footing 7
From staying in underground fixing concrete, ground pile pulls out ground, and construction can be put into again by adding matched shoe 9, has centainly
Recycle advantage, shoe 9 stays in underground, can better fixing concrete, prevent ground from largely settling, so that foundation quality
It is more preferably adapted to different soil rock stratum environment, also can be used in different building, these advantages make this
Foundation pile has all surmounted traditional foundation pile in use scope and prospect.
The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent thereof.
Claims (7)
1. a kind of composite foundation with rigid-flexible piles foundation pile, including ground pile main body (1), it is characterised in that: the ground pile main body
(1) upper end outer surface is provided with detachable open funnel (2), is provided with interior set above the detachable open funnel (2)
Reinforcing bar (3), the lower end of the ground pile main body (1) are provided with carrying rotary table (4), and the lower end outer surface of the ground pile main body (1) is leaned on
The lower end outer surface of nearly carrying rotary table (4) is provided with stake mouth (5), and the lower end outer surface of the stake mouth (5) is provided with bottom stake seat
(6), the lower end outer surface of the bottom stake seat (6) is provided with footing (7), and a side external surface of the footing (7) is provided with fixation
Frame (8), and the lower end inside of footing (7) is provided with shoe (9), the upper end outer surface of carrying rotary table (4) is provided with pouring
Mouth (10).
2. a kind of composite foundation with rigid-flexible piles foundation pile according to claim 1, it is characterised in that: the bottom stake seat
(6) it is provided with stake mouth (5) between carrying rotary table (4), the bottom stake seat (6) is fixedly connected with carrying rotary table by stake mouth (5)
(4)。
3. a kind of composite foundation with rigid-flexible piles foundation pile according to claim 1, it is characterised in that: the footing (7)
Quantity be three groups, be provided with fixed frame (8) between the footing (7), pass through fixed frame (8) two between the footing (7)
Two are mutually permanently connected.
4. a kind of composite foundation with rigid-flexible piles foundation pile according to claim 1, it is characterised in that: described detachable
Carrying rotary table (4) is provided between open funnel (2) and stake mouth (5), the detachable open funnel (2) passes through carrying rotary table
(4) it is fixedly connected with stake mouth (5).
5. a kind of composite foundation with rigid-flexible piles foundation pile according to claim 1, it is characterised in that: the shoe (9)
Quantity be three groups, the shoe (9) matches with footing (7), is provided with fixed water between the shoe (9) and footing (7)
Mud, the shoe (9) pass through fixed cement and are fixedly connected with footing (7).
6. a kind of composite foundation with rigid-flexible piles foundation pile according to claim 1, it is characterised in that: the pouring mouth
(10) it is set reinforcing bar (3) in being provided through on the inside of, the interior outer surface for setting reinforcing bar (3) is provided with screw thread, the quantity of screw thread
For several groups, screw thread is from the interior outer surface center for setting reinforcing bar (3) to external diffusion.
7. a kind of composite foundation with rigid-flexible piles foundation pile according to claim 1, it is characterised in that: the carrying circle
The upper end outer surface of platform (4) is provided with installation screw hole, and the quantity for installing screw hole is four groups, arranges in equidistant ring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810795978.XA CN109024579A (en) | 2018-07-19 | 2018-07-19 | A kind of composite foundation with rigid-flexible piles foundation pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810795978.XA CN109024579A (en) | 2018-07-19 | 2018-07-19 | A kind of composite foundation with rigid-flexible piles foundation pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109024579A true CN109024579A (en) | 2018-12-18 |
Family
ID=64644199
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810795978.XA Pending CN109024579A (en) | 2018-07-19 | 2018-07-19 | A kind of composite foundation with rigid-flexible piles foundation pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109024579A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112746627A (en) * | 2020-12-29 | 2021-05-04 | 蚌埠美域装饰工程有限公司 | Large oil tank with anti-settling structure for oil storage and reserve and construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4992002A (en) * | 1989-07-11 | 1991-02-12 | Dewitt Wayne | Apparatus for forming in-ground concrete pilings |
| JPH10266196A (en) * | 1997-03-28 | 1998-10-06 | Tenox Corp | Installation method for pipe and steel pipe pile, and steel pipe pile |
| CN204139170U (en) * | 2014-10-08 | 2015-02-04 | 王轶 | A kind of stake formula ground pin device |
| CN205636772U (en) * | 2015-12-24 | 2016-10-12 | 重庆经贸职业学院 | PTCC stake weak soil reinforced structure |
| CN207130761U (en) * | 2017-08-25 | 2018-03-23 | 广西德旺建筑基础工程有限公司 | A kind of easy pile foundation structure |
-
2018
- 2018-07-19 CN CN201810795978.XA patent/CN109024579A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4992002A (en) * | 1989-07-11 | 1991-02-12 | Dewitt Wayne | Apparatus for forming in-ground concrete pilings |
| JPH10266196A (en) * | 1997-03-28 | 1998-10-06 | Tenox Corp | Installation method for pipe and steel pipe pile, and steel pipe pile |
| CN204139170U (en) * | 2014-10-08 | 2015-02-04 | 王轶 | A kind of stake formula ground pin device |
| CN205636772U (en) * | 2015-12-24 | 2016-10-12 | 重庆经贸职业学院 | PTCC stake weak soil reinforced structure |
| CN207130761U (en) * | 2017-08-25 | 2018-03-23 | 广西德旺建筑基础工程有限公司 | A kind of easy pile foundation structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112746627A (en) * | 2020-12-29 | 2021-05-04 | 蚌埠美域装饰工程有限公司 | Large oil tank with anti-settling structure for oil storage and reserve and construction method |
| CN112746627B (en) * | 2020-12-29 | 2022-11-01 | 陕西化建工程有限责任公司 | Large oil tank with anti-settling structure for oil storage and reserve and construction method |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181218 |
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| WD01 | Invention patent application deemed withdrawn after publication |