CN207228103U - A kind of precast pile with pile foundation - Google Patents
A kind of precast pile with pile foundation Download PDFInfo
- Publication number
- CN207228103U CN207228103U CN201721161968.8U CN201721161968U CN207228103U CN 207228103 U CN207228103 U CN 207228103U CN 201721161968 U CN201721161968 U CN 201721161968U CN 207228103 U CN207228103 U CN 207228103U
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- CN
- China
- Prior art keywords
- pile
- foundation
- precast
- pile body
- base
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- 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.)
- Withdrawn - After Issue
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Abstract
The utility model discloses a kind of precast pile with pile foundation, including pile body and pile foundation；Pile body top is the pile body of cylinder, and lower part is the base of inverted conical；Pile body and base axially connect；Pile foundation includes pile and pricks to bind round；Pile is multiple, and top is cylinder, and lower part is cone；Pile is distributed in a ring, and it is circular ring shape to prick hoop, pricks garter spring outside the pile of annular spread；Bundle hoop is cut in outside the top of pile；Pile body passes through pile foundation, and pile body, the lower part of pile and base contacts are cut in outside the top of pile.The utility model is rational in infrastructure, using the pile body and piling strtucture of mutual cooperation, is constructed by way of landfill, greatly reduces the influence of soil layer environment, and structural strength is good, and stability is good, and breakout capacity is strong, service life length, short construction period.
Description
Technical field
It the utility model is related to building pile pile field, more particularly to a kind of precast pile with pile foundation.
Background technology
Prefabricated pile, is in a variety of materials, various forms of stakes (such as timber, concrete square made of factory or construction site
Stake, prestressed concrete pipe pile, piling bar etc.), stake squeezed into, be pressed into or shaken with sinking apparatus in burying.Chinese architecture construction neck
Domain is mainly two major class of concrete precast pile and piling bar using more prefabricated pile.Prefabricated pile extensively should with its superior performance
For in the engineering constructions such as house, road, bridge, can preferably support the weight of the buildings such as house, bridge.It is such
The characteristics of pile pile has short construction period, and overall construction intensity is good, and manufacture is low with construction cost.But prefabricated pile is affected by environment
Greatly, construction soil layer construction directly influences the difficulty of pile sinking, the stability of pile body and breakout capacity, while in the process of pile sinking
In, pile body can be subject to different degrees of damage.
Utility model content
In order to solve the above technical problems, the utility model provides a kind of precast pile with pile foundation, for existing skill
Deficiency in art, using new prefabricated pilework, is constructed by way of landfill, and it is affected by environment big to solve prefabricated pile,
At the same time during pile sinking, the problem of pile body can be subject to different degrees of damage.
To reach above-mentioned purpose, the technical solution of the utility model is as follows：A kind of precast pile with pile foundation, including stake
Body and pile foundation；The pile body top is the pile body of cylinder, and lower part is the base of inverted conical；The pile body and base axially connect
Connect；The pile foundation includes pile and pricks to bind round；The pile is multiple, and top is cylinder, and lower part is cone；The pile is in
Annular spread, the hoop of pricking is circular ring shape, and the bundle garter spring is outside the pile of annular spread；The top of the pile is circumscribed
Hoop is pricked in described；The pile body passes through the pile foundation, is cut in the pile body outside the top of the pile, the lower part of the pile with
The base contacts.
As a kind of preferred solution of the utility model, the pile is 6-12.
As a kind of preferred solution of the utility model, the pile is made of concrete, is internally provided with framework of steel reinforcement.
As a kind of preferred solution of the utility model, described prick is bound round to be multiple, vertically parallel arrangement.
As a kind of preferred solution of the utility model, the cone angle of the base is 45 ° -135 °.
As a kind of preferred solution of the utility model, the diameter of the bundle hoop outside the pile top is described
2-4 times of pile body diameter.
As a kind of preferred solution of the utility model, corresponding prick is provided with the pile and binds round groove.
Through the above technical solutions, the beneficial effect of technical solutions of the utility model is：The utility model is rational in infrastructure, adopts
With the pile body and piling strtucture of mutual cooperation, constructed by way of landfill, greatly reduce the influence of soil layer environment, tied
Structure intensity is good, and stability is good, and breakout capacity is strong, service life length, short construction period.
Brief description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, other attached drawings can also be obtained according to these attached drawings.
Fig. 1 is the structure diagram of the utility model.
Fig. 2 is the structure diagram of the utility model pile body.
Corresponding component title of the numeral represented by with letter in figure：
1. 2. base of pile body, 3. pile
4. prick hoop.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without creative efforts
All other embodiments obtained, shall fall within the protection scope of the present invention.
Embodiment
With reference to Fig. 1, Fig. 2, the utility model provides a kind of precast pile with pile foundation, including pile body and pile foundation.Stake
Body top is the pile body 1 of cylinder, and lower part is the base 2 of inverted conical.Pile body 1 and the axial connection of base 2.Pile foundation includes pile
3 bind round 4 with bundle；Pile 3 is multiple, and top is cylinder, and lower part is cone；Pile 3 is made of concrete, is internally provided with steel
Tendons skeleton.Pile 3 is distributed in a ring, is pricked hoop 4 and is made of reinforcing bar, in circular ring shape.Hoop 4 is pricked outside the pile 3 of annular spread；Stake
Column 3 is preferably 6-12.Bundle hoop 4 is cut in outside the top of pile 3；Hoop 4 is pricked to be multiple, vertically parallel arrangement.Pile body passes through stake
Base, is cut in pile body 1 outside the top of pile 3, the lower part of pile 3 is contacted with base 2.In order to ensure the stability of pile body and resistance to plucking energy
Power, the cone angle of base 2 is 45 ° -135 °.The diameter of bundle hoop 4 outside 3 top of pile is 2-4 times of 1 diameter of pile body.In order to
It is easy for installation, strengthen the stability of installation, corresponding prick is provided with pile 3 and binds round groove.
The work progress of the utility model：First dig pit, circle is excavated in construction point according to the size of pile body and pile foundation
Waste pit, the depth of waste pit is not less than 1.5 meters, determined with specific reference to the length of pile body；Then pile body is vertically placed on
In waste pit, hoop 4 is pricked around with outside pile body, pile 3 is installed between hoop 4 and pile body pricking；Each pile 3 is hammered, afterwards to filling out
Bury hole to be filled, landfill can be constructed using concrete.
By above-mentioned specific embodiment, the beneficial effects of the utility model are：The utility model is rational in infrastructure, using mutual
The pile body and piling strtucture of cooperation, are constructed by way of landfill, greatly reduce the influence of soil layer environment, structural strength
Good, stability is good, and breakout capacity is strong, service life length, short construction period.
The foregoing description of the disclosed embodiments, enables professional and technical personnel in the field to realize or new using this practicality
Type.A variety of modifications to these embodiments will be apparent for those skilled in the art, determine herein
The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause
This, the utility model is not intended to be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The most wide scope consistent with features of novelty.
Claims (7)
1. a kind of precast pile with pile foundation, it is characterised in that including pile body and pile foundation；The pile body top is cylindrical
Pile body, lower part are the base of inverted conical；The pile body and base axially connect；The pile foundation includes pile and pricks to bind round；It is described
Pile is multiple, and top is cylinder, and lower part is cone；The pile is distributed in a ring, and the hoop of pricking is circular ring shape, described
Garter spring is pricked outside the pile of annular spread；Described prick is cut in outside the top of the pile to bind round；The pile body passes through the stake
Base, the pile body, the lower part of the pile and the base contacts are cut in outside the top of the pile.
2. the precast pile according to claim 1 with pile foundation, it is characterised in that the pile is 6-12.
3. the precast pile according to claim 2 with pile foundation, it is characterised in that the pile is made of concrete,
It is internally provided with framework of steel reinforcement.
4. the precast pile according to claim 3 with pile foundation, it is characterised in that the hoop of pricking is multiple, vertically
Parallel arrangement.
5. the precast pile according to claim 4 with pile foundation, it is characterised in that the cone angle of the base for 45 °-
135°。
6. the precast pile according to claim 5 with pile foundation, it is characterised in that the institute outside the pile top
State 2-4 times that the diameter pricked and bound round is the pile body diameter.
7. the precast pile according to claim 5 with pile foundation, it is characterised in that be provided with correspondence on the pile
Bundle hoop groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721161968.8U CN207228103U (en) | 2017-09-11 | 2017-09-11 | A kind of precast pile with pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721161968.8U CN207228103U (en) | 2017-09-11 | 2017-09-11 | A kind of precast pile with pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207228103U true CN207228103U (en) | 2018-04-13 |
Family
ID=61861297
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721161968.8U Withdrawn - After Issue CN207228103U (en) | 2017-09-11 | 2017-09-11 | A kind of precast pile with pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207228103U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107401160A (en) * | 2017-09-11 | 2017-11-28 | 汤始建华建材（苏州）有限公司 | A kind of precast pile with pile foundation |
-
2017
- 2017-09-11 CN CN201721161968.8U patent/CN207228103U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107401160A (en) * | 2017-09-11 | 2017-11-28 | 汤始建华建材（苏州）有限公司 | A kind of precast pile with pile foundation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20180413 Effective date of abandoning: 20200714 |