CN205617407U - Strenghthened type pile foundation - Google Patents
Strenghthened type pile foundation Download PDFInfo
- Publication number
- CN205617407U CN205617407U CN201620437081.6U CN201620437081U CN205617407U CN 205617407 U CN205617407 U CN 205617407U CN 201620437081 U CN201620437081 U CN 201620437081U CN 205617407 U CN205617407 U CN 205617407U
- Authority
- CN
- China
- Prior art keywords
- pile foundation
- stake
- horizontal
- soldier piles
- pile
- 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)
- Foundations (AREA)
Abstract
The utility model discloses a strenghthened type pile foundation relates to the building structure field, and this strenghthened type pile foundation's pile platform bottom is equipped with three size boxes cylindrically erects the stake, and adjacent erecting is equipped with a plurality of horizontal stakes between the stake, and horizontal stake divide into a plurality of layers, and the horizontal stake of each layer is the equilateral triangle structure. This strenghthened type pile foundation has improved each steadiness that erects position between the stake through every layer of horizontal stake of forming triangle -shaped, has improved the horizontal shock resistance of whole pile foundation.
Description
Technical field
This utility model relates to building structure field, particularly to a kind of reinforced pile foundation.
Background technology
The deep foundation that forms of pile framing that pile foundation by stake and connects stake top or the list being connected with pile foundation by post
Pile foundation.Existing Pile Foundations Design is simple, and the stake bottom pile framing only simply several is vertical
Cylindrical shape pillar, does not the most associate, Horizontal Seismic intensity difference.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of reinforced pile foundation, erects at vertical
The horizontal stake of some levels is set between Zhuan, with the horizontal stake structure triangular in shape of layer, improves the horizontal stroke of pile foundation
To overall shock strength.
For achieving the above object, the technical scheme that this utility model offer is following: a kind of reinforced pile foundation,
It is characterized in that: described reinforced pile foundation includes discoidal pile framing, is provided with three bottom pile framing
The cylindrical soldier piles of size casing, three soldier piles are each perpendicular to pile framing bottom surface, and three soldier piles uniformly divide
Cloth, is provided with some horizontal stakes between adjacent soldier piles, if horizontal stake is divided into dried layer, and three of each layer
Horizontal stake is all in equilateral triangle structure.
Preferably, described pile framing is manufactured by armored concrete.
Preferably, described soldier piles and horizontal stake are by carbon structure steel making.
Preferably, all it is fixedly connected by welding between described soldier piles and horizontal stake.
Above technical scheme is used to provide the benefit that: bottom the pile framing of this reinforced pile foundation, to be provided with three
The cylindrical soldier piles of root size casing, are provided with some horizontal stakes between adjacent soldier piles, if horizontal stake is divided into
Dried layer, and the horizontal stake of each layer is equilateral triangle structure.This reinforced pile foundation is by every layer of composition three
The horizontal stake of dihedral improves the steadiness of position between each soldier piles, improves the Horizontal Seismic of whole pile foundation
Ability.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings detailed description of the invention of the present utility model is described in further detail.
Fig. 1 is the front view of a kind of reinforced pile foundation of this utility model；
Fig. 2 is the upward view of a kind of reinforced pile foundation of this utility model.
Wherein, 1-pile framing, 2-soldier piles, 3-horizontal stroke stake.
Detailed description of the invention
Describe the preferred implementation of a kind of reinforced pile foundation of this utility model below in conjunction with the accompanying drawings in detail.
Fig. 1 and Fig. 2 shows the detailed description of the invention of a kind of reinforced pile foundation of this utility model: this reinforcement
Type pile foundation includes discoidal pile framing 1, is provided with the cylinder of three size casings bottom pile framing 1
Soldier piles 2, three soldier piles 2 are each perpendicular to pile framing 1 bottom surface, and three soldier piles 2 are uniformly distributed, adjacent
Soldier piles 2 between be provided with some horizontal stakes 3, if horizontal stake 3 is divided into dried layer, and three horizontal strokes of each layer
Stake 3 is all in equilateral triangle structure.
In conjunction with Fig. 1 and Fig. 2, pile framing 1 is manufactured by armored concrete, firm in structure.Soldier piles 2 He
Horizontal stake 3, by carbon structure steel making, is all fixedly connected by welding between soldier piles 2 and horizontal stake 3,
Connect fastening, not easy fracture.
This reinforced pile foundation improves position between each soldier piles 2 by the horizontal stake 3 of every layer of composition triangle
Steadiness, improve the Horizontal Seismic ability of whole pile foundation.
Above is only preferred implementation of the present utility model, it is noted that general for this area
For logical technical staff, on the premise of creating design without departing from this utility model, it is also possible to if making
Dry deformation and improvement, these broadly fall into protection domain of the present utility model.
Claims (4)
1. a reinforced pile foundation, it is characterised in that: described reinforced pile foundation includes discoidal pile framing
(1), pile framing (1) bottom is provided with the cylindrical soldier piles (2) of three size casings, three soldier piles (2)
Being each perpendicular to pile framing (1) bottom surface, three soldier piles (2) are uniformly distributed, between adjacent soldier piles (2)
Being provided with some horizontal stakes (3), horizontal stake (3) is if being divided into dried layer, and three horizontal stakes (3) of each layer are equal
In equilateral triangle structure.
Reinforced pile foundation the most according to claim 1, it is characterised in that: described pile framing (1) by
Armored concrete manufactures.
Reinforced pile foundation the most according to claim 1, it is characterised in that: described soldier piles (2) and horizontal stroke
Stake (3) is by carbon structure steel making.
Reinforced pile foundation the most according to claim 1, it is characterised in that: described soldier piles (2) and horizontal stroke
All it is fixedly connected by welding between stake (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620437081.6U CN205617407U (en) | 2016-05-09 | 2016-05-09 | Strenghthened type pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620437081.6U CN205617407U (en) | 2016-05-09 | 2016-05-09 | Strenghthened type pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617407U true CN205617407U (en) | 2016-10-05 |
Family
ID=57023159
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620437081.6U Expired - Fee Related CN205617407U (en) | 2016-05-09 | 2016-05-09 | Strenghthened type pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205617407U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323788A (en) * | 2020-12-18 | 2021-02-05 | 中交三公局第三工程有限公司 | Anti-seismic cement mixing pile and construction method |
-
2016
- 2016-05-09 CN CN201620437081.6U patent/CN205617407U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112323788A (en) * | 2020-12-18 | 2021-02-05 | 中交三公局第三工程有限公司 | Anti-seismic cement mixing pile and construction method |
| CN112323788B (en) * | 2020-12-18 | 2022-04-19 | 中交三公局第三工程有限公司 | Anti-seismic cement mixing pile and construction method |
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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: 20161005 Termination date: 20170509 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |