CN207331682U - A kind of concrete ground foundation pile - Google Patents
A kind of concrete ground foundation pile Download PDFInfo
- Publication number
- CN207331682U CN207331682U CN201721109537.7U CN201721109537U CN207331682U CN 207331682 U CN207331682 U CN 207331682U CN 201721109537 U CN201721109537 U CN 201721109537U CN 207331682 U CN207331682 U CN 207331682U
- Authority
- CN
- China
- Prior art keywords
- principal post
- foundation pile
- concrete
- ground foundation
- concrete ground
- 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
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of concrete ground foundation pile, belongs to building basis stake field, including pile body framework, stirrup and metal mesh；The pile body framework includes principal post, frame bars and strut group, and strut group is fastened on principal post by frame bars；Stirrup is overlapped on strut group and principal post；Metal mesh surrounds pile body framework to form concrete injection chamber.The utility model solves the problems, such as it is that ground construction needs first to excavate soil layer stake holes, then sets up masterplate and is put into steel reinforcement cage, and progress filling concrete forms foundation pile, hole must also be backfilled after foundation pile solidification, work trouble, take for a good while；Framework of steel reinforcement is constructed by setting up in advance, is rapidly injected concrete, integrated concrete ground foundation pile is formed, can directly come into operation without borehole in ground construction project, simplifies the course of work and Accelerating The Construction progress.
Description
【Technical field】
It the utility model is related to building basis stake field, and in particular to a kind of concrete ground foundation pile.
【Background technology】
The overall weight of foundation support building, the ground of foundation need to be built in building construction below building
Foundation pile structure and intensity will be depending on foundation soil bearing capacities and building weight.Ground construction needs first to excavate soil layer stake
Hole, then sets up masterplate and is put into steel reinforcement cage, carry out filling concrete and form foundation pile, hole must also be backfilled after foundation pile solidification
Hole, work trouble, take for a good while, and is easily influenced greatly by extraneous factor, and monolithic architecture progress is slow.
【Utility model content】
To solve the above problems, the utility model provides a kind of concrete ground foundation pile, soil layer can be directly squeezed into, quickly
Complete foundation pile construction.
Technical solution adopted in the utility model is：A kind of concrete ground foundation pile includes pile body framework, stirrup and metal
Net；Stirrup is overlapped in pile body framework；Metal mesh surrounds pile body framework to form concrete injection chamber；Pile body framework includes master
Column, frame bars and strut group, strut group are fastened on principal post by frame bars；Principal post lower end is set to cone-shaped, mixed to facilitate
Solidifying soil foundation pile insertion soil layer.
In above-mentioned technical solution, frame bars include mandril and frame bar；One end of mandril is fixed on principal post, mandril
The other end is fixed in frame bar；Frame bar end two is two interconnected, to form a frame.
In above-mentioned technical solution, mandril and frame bar are located at same level, mandril perpendicular to principal post, frame bar perpendicular to
Principal post, the plane that frame bars form is passed perpendicularly through with principal post.
In above-mentioned technical solution, a framing bar is formed positioned at the mandril and frame bar of same level, is set on principal post
There are multigroup frame bars.
In above-mentioned technical solution, strut group is arranged in parallel with principal post, and strut is connected to the frame of same vertical direction
On bar contact.
In above-mentioned technical solution, stirrup is overlapped on strut group and principal post, and strut group and principal post are taken through stirrup
Into plane, strut group is pressed in frame bars.
In above-mentioned technical solution, metal mesh surrounds pile body framework and is fixed on stirrup, to form concrete injection chamber.
In above-mentioned technical solution, concrete ground foundation pile further includes top plate, and top plate is located at principal post top, with top plate and gold
Belong to net and surround principal post, injection concrete forms closed foundation pile.
The beneficial effects of the utility model are：The concrete ground foundation pile constructs pointed cone shaped steel tendons skeleton by setting up in advance,
Concrete is rapidly injected, integrated concrete ground foundation pile is formed, can directly come into operation without borehole in ground construction project,
Simplify the course of work and Accelerating The Construction progress；Pile body bottom is sharp cone distal, is inserted into soil layer easy to pile body, and pile body tip is high-strength
Steel are spent, make insertion process more laborsaving；Foundation pile is outer covered with metal mesh, is conducive to the protection to pile body in insertion process.
【Brief description of the drawings】
Fig. 1 is a kind of principal post structure diagram of concrete ground foundation pile.
Fig. 2 is a kind of pile body framework structure diagram of concrete ground foundation pile.
Fig. 3 is that a kind of stirrup of concrete ground foundation pile overlaps schematic diagram.
Fig. 4 is that a kind of metal mesh of concrete ground foundation pile covers schematic diagram.
Fig. 5 is a kind of completion status schematic diagram of concrete ground foundation pile.
Reference numeral is：1st, principal post；2nd, frame bars；21st, mandril；22 frame bars；3rd, strut group；4th, stirrup；5th, metal mesh；6、
Top plate.
【Embodiment】
In order to further illustrate the above-mentioned purpose, technical solution and effect of the utility model, combine by the following examples
Attached drawing and related known technological know-how illustrate the utility model：
A kind of concrete ground foundation pile includes pile body framework, stirrup 4 and metal mesh 5；Stirrup 4 is overlapped in pile body framework；Gold
Belong to net 5 and surround pile body framework to form concrete injection chamber.
The pile body framework includes principal post 1, frame bars 2 and strut group 3, and strut group 3 is fastened on principal post by frame bars 2
On 1；1 lower end of principal post is set to pointed cone portion, and to facilitate concrete ground foundation pile to be inserted into soil layer, principal post 1 can be double iron or H-type
Iron.
The frame bars 2 include mandril 21 and frame bar 22；One end of mandril 21 is weldingly fixed on principal post 1, mandril 21
The other end is fixed on 22 centre position of frame bar；22 end two of frame bar is two interconnected, to form a frame.Mandril 21 and frame bar
22 are located at same level, and mandril 21 passes perpendicularly through 2 groups of frame bars perpendicular to principal post 1 perpendicular to principal post 1, frame bar 22 with principal post 1
Into plane.Mandril 21 and frame bar 22 positioned at same level form a framing bar 2, and principal post 1 is equipped with multigroup frame bars
2。
The strut group 3 is arranged in parallel with principal post 1, and strut group 3 is connected on 2 contact of frame bars of same vertical direction,
Connection mode can be tied up or weld.
The stirrup 5 is overlapped in strut group 3 and principal post 1, and strut group 3 and principal post 1 pass through the plane that stirrup 4 is barricaded as,
Strut group 3 is pressed in frame bars 2.
The plane that the plane and stirrup 4 that the frame bars 2 form are barricaded as is each perpendicular to mobile jib 1 and strut group 3, frame bars 2
The plane that the plane and stirrup 4 of composition are barricaded as can be set in the same plane, or two planes stagger.
The metal mesh 5 surrounds pile body framework and is fixed on stirrup 4, to form concrete injection chamber.Chamber lower end is injected to receive
Contracting converges in the tip portion of mobile jib 1, and opened top is to inject concrete.
The concrete ground foundation pile further includes top plate 6, and top plate 6 is located at 1 top of principal post, and master is surrounded with top plate 6 and metal mesh 2
Column 1, injection concrete form closed foundation pile.
When using the utility model, mandril 21 is fixed on principal post 1, frame bar 22 is then fixed on mandril 21
Top surrounds a frame, then welds or tie up strut group 3 on 2 contact of frame bars.Stirrup 4 is overlapped in strut group 3, and
Principal post 1 is surrounded through strut group 3.Stirrup 4 can be exterior for around the quadrangle of strut group 3, inside is encirclement principal post 1
Well word structure；It can also be two concentric circles for surrounding strut group 3 and principal post 1 respectively, be radial spoke between two circles.Connect
And metal mesh 5 is covered in stirrup 4 above to form foundation pile skeleton.Foundation pile skeleton is put into mould, injects concrete,
The i.e. available concrete ground foundation pile that can be rapidly inserted into ground of mould is removed after concrete completely solidification.Insertion process
In, 1 tip portion of principal post can break soil layer, foundation pile is integrally entered underground；And the metal mesh set outside pile body can have
Effect protection pile body avoids damaging.
Embodiment above simply indicates that rather than limits the utility model, therefore all according to the utility model patent application
The equivalent change or modification that method described in scope is done, is included in the utility model patent application range.
Claims (8)
- A kind of 1. concrete ground foundation pile, it is characterised in that：Including pile body framework, stirrup (4) and metal mesh (5)；Stirrup (4) overlaps In pile body framework, to press reinforcing pile body framework；Metal mesh (5) surrounds pile body framework, to form concrete injection chamber；It is described Pile body framework includes principal post (1), frame bars (2) and strut group (3), and strut group (3) is fastened on principal post by frame bars (2) (1) on；Principal post (1) lower end is set to cone-shaped, to facilitate concrete ground foundation pile to be inserted into soil layer.
- A kind of 2. concrete ground foundation pile according to claim 1, it is characterised in that：The frame bars (2) include mandril (21) and frame bar (22)；One end of mandril (21) is fixed on principal post (1), and the other end of mandril (21) is fixed on frame bar (22) On；Frame bar (22) end two is two interconnected.
- A kind of 3. concrete ground foundation pile according to claim 2, it is characterised in that：The mandril (21) and frame bar (22) position In same level, mandril (21) is perpendicular to principal post (1), and frame bar (22) is perpendicular to principal post (1).
- A kind of 4. concrete ground foundation pile according to claim 3, it is characterised in that：The mandril positioned at same level (21) and frame bar (22) forms a framing bar (2), and principal post (1) is equipped with multigroup frame bars (2).
- A kind of 5. concrete ground foundation pile according to claim 1 or 4, it is characterised in that：The strut group (3) and principal post (1) it is arranged in parallel, strut group (3) is connected on the interlinkage of frame bars (2).
- A kind of 6. concrete ground foundation pile according to claim 5, it is characterised in that：The stirrup (4) is overlapped on strut group (3) and on principal post (1), strut group (3) and principal post (1) pass through the plane that stirrup (4) is barricaded as, strut group (3) is pressed on In frame bars (2).
- A kind of 7. concrete ground foundation pile according to claim 6, it is characterised in that：The metal mesh (5) surrounds pile body bone Frame is fixed on stirrup (4), to form concrete injection chamber.
- A kind of 8. concrete ground foundation pile according to claim 1, it is characterised in that：The concrete ground foundation pile further includes top Plate (6), top plate (6) are located at principal post (1) top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721109537.7U CN207331682U (en) | 2017-08-31 | 2017-08-31 | A kind of concrete ground foundation pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721109537.7U CN207331682U (en) | 2017-08-31 | 2017-08-31 | A kind of concrete ground foundation pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207331682U true CN207331682U (en) | 2018-05-08 |
Family
ID=62371843
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721109537.7U Expired - Fee Related CN207331682U (en) | 2017-08-31 | 2017-08-31 | A kind of concrete ground foundation pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207331682U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114916465A (en) * | 2022-05-16 | 2022-08-19 | 东联文旅产业发展(江苏)有限公司 | Animal protection net system for ecological tourism |
-
2017
- 2017-08-31 CN CN201721109537.7U patent/CN207331682U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114916465A (en) * | 2022-05-16 | 2022-08-19 | 东联文旅产业发展(江苏)有限公司 | Animal protection net system for ecological tourism |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180508 Termination date: 20190831 |