CN204125958U - Foundation pile syndeton - Google Patents
Foundation pile syndeton Download PDFInfo
- Publication number
- CN204125958U CN204125958U CN201420565516.6U CN201420565516U CN204125958U CN 204125958 U CN204125958 U CN 204125958U CN 201420565516 U CN201420565516 U CN 201420565516U CN 204125958 U CN204125958 U CN 204125958U
- Authority
- CN
- China
- Prior art keywords
- foundation pile
- reinforcing bar
- insertion section
- bearing platform
- bolt
- 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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Abstract
The utility model discloses a kind of foundation pile syndeton, comprise foundation pile and bearing platform, foundation pile top circumference establishes some semicircular grooves, groove walls equidistantly establishes the first reinforcing bar, first reinforcing bar comprises first and exposes portion and the first insertion section, to meet on foundation pile central axis and be welded and fixed in the end of the first insertion section of the first reinforcing bar, foundation pile central upper portion establishes thread bush, thread bush inwall establishes rubber cushion, the second reinforcing bar coordinated with the first portion of exposing is circumferentially with bottom bearing platform, second reinforcing bar comprises second and exposes portion and the second insertion section, second portion of exposing to stretch in corresponding adjacent two first spaces of exposing between portion and is welded and fixed with adjacent two the first portions of exposing, to meet on bearing platform central axis and be welded and fixed in the end of the second insertion section of the second reinforcing bar, bearing platform lower central establishes bolt, bolt one end is stretched in bearing platform, bolt can coordinate and stretches in thread bush.The utility model bearing capacity is large, stability and shock resistance good.
Description
Technical field
The utility model relates to the realm of building construction, especially a kind of foundation pile syndeton.
Background technology
In existing foundation pile syndeton, being connected to become between foundation pile and bearing platform affects the emphasis of house stability and shock resistance, prior art is Bar Anchorage method, single bolt and hanger in place and the embedded method of groove, do not meet the requirement of house stability and shock resistance, and complicated construction technique, and the shape of existing foundation pile is generally cylinder and four prisms cylinder, bearing capacity is less.
Utility model content
The purpose of this utility model is to overcome above-mentioned the deficiencies in the prior art, provides a kind of bearing capacity large, stability and the good foundation pile syndeton of shock resistance.
For achieving the above object, the technical solution of the utility model is: foundation pile syndeton, comprise foundation pile and be positioned at the bearing platform above foundation pile, described foundation pile top is circumferentially with some semicircular grooves, described groove walls is equidistantly provided with the first reinforcing bar, described first reinforcing bar comprises first the exposing portion and stretching into the first insertion section of foundation pile inside in groove walls that be vertically sticked, to meet on foundation pile central axis and be welded and fixed in the end of the first insertion section of each the first reinforcing bar, described foundation pile central upper portion is provided with thread bush, described thread bush inwall is provided with rubber cushion, the second reinforcing bar coordinated with the first portion of exposing is circumferentially with bottom described bearing platform, described second reinforcing bar comprises vertical second to be exposed portion and stretches into the second insertion section of bearing platform inside, described second portion of exposing to stretch in corresponding adjacent two first spaces of exposing between portion and is welded and fixed with adjacent two the first portions of exposing, to meet on bearing platform central axis and be welded and fixed in the end of the second insertion section of each the second reinforcing bar, described bearing platform lower central is provided with bolt, described bolt one end is stretched in bearing platform, bolt can coordinate and stretches in thread bush.
The end of the first insertion section of each the first reinforcing bar is positioned at sustained height.
The end of the second insertion section of each the second reinforcing bar is positioned at sustained height.
The bottom of described thread bush is positioned at above the end of the first insertion section.
The top of described bolt is positioned at below the end of the second insertion section.
The beneficial effects of the utility model are: foundation pile top circumference establishes some semicircular grooves, the foundation pile of equal volume is made to obtain larger surface area, when foundation pile imbeds underground and the contact surface of soil also just increases, the holding capacity of generation also increases, the intensity in raising house; Expose portion by first and the second portion of exposing is crisscross arranged and is welded and fixed, bolt stretches into and is provided with in the thread bush of rubber cushion simultaneously, strengthens the stability between foundation pile and bearing platform and shock resistance.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of foundation pile of the present utility model;
Fig. 3 is the upward view of bearing platform of the present utility model.
In figure: foundation pile 1, groove 11, thread bush 12, rubber cushion 13, bearing platform 2, first expose insertion section 31, portion 3, first, second and expose insertion section 41, portion 4, second, bolt 5.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
As shown in FIG. 1 to 3, foundation pile syndeton, the bearing platform 2 comprising foundation pile 1 and be positioned at above foundation pile 1, described foundation pile 1 top is circumferentially with some semicircular grooves 11, the foundation pile 1 of equal volume is made to obtain larger surface area, when foundation pile 1 imbeds underground and the contact surface of soil also just increase, the holding capacity of generation also increases, and improves the intensity in house.
Groove 11 wall is equidistantly provided with the first reinforcing bar, described first reinforcing bar comprises first the exposing portion 3 and stretching into the first insertion section 31 of foundation pile 1 inside on groove 11 wall that be vertically sticked, to meet on foundation pile 1 central axis and be welded and fixed in the end of the first insertion section 31 of each the first reinforcing bar, the end of the first insertion section 31 of each the first reinforcing bar is positioned at sustained height, and the first reinforcing bar is reliable fixing in foundation pile 1.The second reinforcing bar exposing portion 3 with first and coordinate is circumferentially with bottom described bearing platform 2, described second reinforcing bar comprises vertical second to be exposed portion 4 and stretches into the second insertion section 41 of bearing platform 2 inside, described second exposes portion 4 to stretch in corresponding adjacent two first spaces of exposing between portion 3 and to expose portion 3 be welded and fixed with adjacent two first, to meet on bearing platform 2 central axis and be welded and fixed in the end of the second insertion section 41 of each the second reinforcing bar, the end of the second insertion section 41 of each the second reinforcing bar is positioned at sustained height, second reinforcing bar is also reliably fixed on bearing platform 2, first insertion section 31 of the first reinforcing bar and the second insertion section 41 of the second reinforcing bar are interspersed and are adjacent to and are welded and fixed, stability between foundation pile 1 and bearing platform 2 and shock resistance are strengthened greatly.
Foundation pile 1 central upper portion is provided with thread bush 12, described thread bush 12 inwall is provided with rubber cushion 13, described bearing platform 2 lower central is provided with bolt 5, described bolt 5 one end is stretched in bearing platform 2, bolt 5 can coordinate and stretches in thread bush 12, the bottom of described thread bush 12 is positioned at above the end of the first insertion section 31, the top of described bolt 5 is positioned at below the end of the second insertion section 41, stretched in the thread bush 12 with rubber cushion 13 by bolt 5, further enhance the stability between foundation pile 1 and bearing platform 2 and shock resistance.
The above; be only the utility model preferably detailed description of the invention; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the change that can expect easily or replacement, all should be encompassed within protection domain of the present utility model.
Claims (5)
1. foundation pile syndeton, it is characterized in that: comprise foundation pile (1) and be positioned at the bearing platform (2) above foundation pile (1), described foundation pile (1) top is circumferentially with some semicircular grooves (11), described groove (11) wall is equidistantly provided with the first reinforcing bar, described first reinforcing bar comprises first the exposing portion (3) and stretching into inner the first insertion section (31) of foundation pile (1) on groove (11) wall that be vertically sticked, to meet on foundation pile (1) central axis and be welded and fixed in the end of first insertion section (31) of each the first reinforcing bar, described foundation pile (1) central upper portion is provided with thread bush (12), described thread bush (12) inwall is provided with rubber cushion (13), described bearing platform (2) bottom is circumferentially with the second reinforcing bar exposing portion (3) with first and coordinate, described second reinforcing bar comprises vertical second to be exposed portion (4) and stretches into inner the second insertion section (41) of bearing platform (2), described second exposes portion (4) to stretch in corresponding adjacent two first spaces of exposing between portion (3) and to expose portion (3) be welded and fixed with adjacent two first, to meet on bearing platform (2) central axis and be welded and fixed in the end of second insertion section (41) of each the second reinforcing bar, described bearing platform (2) lower central is provided with bolt (5), described bolt (5) one end is stretched in bearing platform (2), bolt (5) can coordinate and stretches in thread bush (12).
2. foundation pile syndeton as claimed in claim 1, is characterized in that: the end of first insertion section (31) of each the first reinforcing bar is positioned at sustained height.
3. foundation pile syndeton as claimed in claim 1, is characterized in that: the end of second insertion section (41) of each the second reinforcing bar is positioned at sustained height.
4. foundation pile syndeton as claimed in claim 1, is characterized in that: the bottom of described thread bush (12) is positioned at above the end of the first insertion section (31).
5. foundation pile syndeton as claimed in claim 1, is characterized in that: the top of described bolt (5) is positioned at below the end of the second insertion section (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420565516.6U CN204125958U (en) | 2014-09-28 | 2014-09-28 | Foundation pile syndeton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420565516.6U CN204125958U (en) | 2014-09-28 | 2014-09-28 | Foundation pile syndeton |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204125958U true CN204125958U (en) | 2015-01-28 |
Family
ID=52382326
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420565516.6U Expired - Fee Related CN204125958U (en) | 2014-09-28 | 2014-09-28 | Foundation pile syndeton |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204125958U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464073A (en) * | 2015-12-25 | 2016-04-06 | 苏州汤始建华管桩有限公司 | Enhanced solid preformed pile structure and method for connecting and fixing enhanced solid preformed pile structure and foundation |
| CN105970825A (en) * | 2016-06-17 | 2016-09-28 | 四川公路桥梁建设集团有限公司 | Method for replacing steel bars with tie bars at bottom of large-size bearing platform for construction |
-
2014
- 2014-09-28 CN CN201420565516.6U patent/CN204125958U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464073A (en) * | 2015-12-25 | 2016-04-06 | 苏州汤始建华管桩有限公司 | Enhanced solid preformed pile structure and method for connecting and fixing enhanced solid preformed pile structure and foundation |
| CN105970825A (en) * | 2016-06-17 | 2016-09-28 | 四川公路桥梁建设集团有限公司 | Method for replacing steel bars with tie bars at bottom of large-size bearing platform for construction |
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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: 20150128 Termination date: 20150928 |
|
| EXPY | Termination of patent right or utility model |