CN206052687U - A kind of novel building stake - Google Patents
A kind of novel building stake Download PDFInfo
- Publication number
- CN206052687U CN206052687U CN201621087709.0U CN201621087709U CN206052687U CN 206052687 U CN206052687 U CN 206052687U CN 201621087709 U CN201621087709 U CN 201621087709U CN 206052687 U CN206052687 U CN 206052687U
- Authority
- CN
- China
- Prior art keywords
- pile body
- pile
- main shaft
- top board
- novel building
- 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
Links
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 11
- 229910052742 iron Inorganic materials 0.000 claims abstract description 6
- 239000002689 soil Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002045 lasting effect Effects 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of novel building stake, which includes pile body and pile top, pile body is hollow structure, the hollow intracavity of pile body is provided with main shaft, the lower end of main shaft is connected with addendum cone, addendum cone, main shaft is coaxially disposed with pile body, the hollow intracavity of pile body is provided with least two gripper shoes, circumferentially uniform intervals are provided with least two top boards for the lower end of pile body, the pilot hole outwards ejected for top board is provided with stake body sidewall, one end positioned at hollow intracavity of top board acts on the taper-face contact with addendum cone by being enclosed within the elastic force of spring on top board, upper end of the upper end of main shaft higher than pile body, the upper end of pile body is provided with pile cover, the internal diameter and external diameter of pile cover is identical with the internal diameter of pile body and external diameter, pile cover is covered in the upper end of pile body, and linked together with pile body by iron hoop in junction.Novel building stake of the present utility model improves the stability of strutting system of pile body, can effectively prevent pile body from moving further downward, have preferable support performance to the weight on pile body.
Description
Technical field
This utility model is related to building implement technical field, more particularly to a kind of novel building stake.
Background technology
Building stake is a kind of building appliance, is mainly used in squeezing into the basis dress that its upper building support is carried out in soil
Put, therefore be widely used in building engineering field；The stake of existing building includes pile body and pile top, and pile top is arranged on the bottom of pile body
End；During use, by hitting pile body, using pile top, in soil, operation is operated downwards.But find in use, stake
The weight of body upper end can apply a lasting static pressure to building stake itself, can find that some building stakes can quilt after the time is longer
Continue to push mobile certain depth, in turn result in the weight to its top and do not reach setting bearing height, or even can make to cause to prop up
Support unstable, the situation that weight is glanced off.
The content of the invention
For this purpose, the technical problems to be solved in the utility model is existing building stake can move down in use for some time
The drawbacks of, and then provide that a kind of support strength is good, supporting ＆ stablizing, and effectively can prevent from building the novel building stake that stake is moved down.
For achieving the above object, this utility model is employed the following technical solutions：
A kind of novel building stake, which includes pile body and pile top, and the pile body is hollow structure, the hollow intracavity of the pile body
Main shaft is provided with, the lower end of the main shaft is connected with the addendum cone of taper type, and the addendum cone, the main shaft are coaxially set with the pile body
Put, the hollow intracavity of the pile body is provided with least two for the gripper shoe that positions to the main shaft support, the pile body
Circumferentially uniform intervals are provided with least two top boards for lower end, are provided with what is outwards ejected for the top board on the stake body sidewall
Pilot hole, one end positioned at the hollow intracavity of the top board by be enclosed within the elastic force of spring on the top board act on it is described
The taper-face contact of addendum cone, the upper end of the main shaft are higher than the upper end of the pile body, and the upper end of the pile body is provided with pile cover, described
The internal diameter and external diameter of pile cover is identical with the internal diameter and external diameter of the pile body, and the pile cover is covered in the upper end of the pile body, and
Junction is linked together with the pile body by iron hoop.
Preferably, the bottom of the middle cavity of the pile body is provided with the guide pad for guiding the top board outwards to make,
The guide pad is fixedly connected on the medial wall of the pile body.
Preferably, the top board is arranged obliquely.
Preferably, the top board and the angle of the pile body axis are 50-65 degree.
Preferably, the top board is circumferentially arranged three or four.
Preferably, the main shaft upper end is provided with end cap.
The beneficial effects of the utility model：
Novel building pilework of the present utility model is simple, easy to operate, not only increases the stability of strutting system of pile body, together
When also can effectively prevent pile body from moving further downward, therefore still be able to after a long time use ensure that pile body is maintained initially
Depth, there is preferable support performance to the weight on pile body.
Description of the drawings
In order that content of the present utility model is more likely to be clearly understood, below in conjunction with the accompanying drawings, this utility model is made
Further details of explanation, wherein：
Fig. 1 is the structural representation of novel building stake of the present utility model（The figure is half sectional view, in order to show each portion
Part, eliminates cutting line）；
Fig. 2 is the structural representation when top board of novel building stake of the present utility model is ejected；
Fig. 3 is the structural representation of novel building stake lower end of the present utility model.
In figure, reference is expressed as：
1- pile bodies；2- pile tops；Cavity in 3-；4- main shafts；5- addendum cones；6- gripper shoes；7- top boards；8- pilot holes；9- springs；
10- pile covers；11- iron hoops；12- guide pads；13- ends cap.
Specific embodiment
Referring to Fig. 1-3, a kind of novel building stake, which includes pile body 1 and pile top 2, and the pile body 1 is hollow structure, described
It is provided with main shaft 4 in the middle cavity 3 of pile body 1, the lower end of the main shaft 4 is connected with the addendum cone 5 of taper type, it is the addendum cone 5, described
Main shaft 4 is coaxially disposed with the pile body 1, is provided with three for supporting fixed to the main shaft 4 in the middle cavity 3 of the pile body 1
The gripper shoe 6 of position, three gripper shoes arranged for interval about 6, circumferentially uniform intervals are provided with four for the lower end of the pile body 1
Individual top board 7, is provided with the pilot hole 8 for the outside ejection of the top board 7 on 1 side wall of the pile body, the top board 7 positioned at described
One end in middle cavity 3 is by being enclosed within the elastic force effect of spring 9 on the top board 7 and the taper-face contact of the addendum cone 5, the master
Upper end of the upper end of axle 4 higher than the pile body 1, the upper end of the pile body 1 are provided with pile cover 10, the internal diameter of the pile cover 10 and outer
Footpath is identical with the internal diameter and external diameter of the pile body 1, and the pile cover 10 is covered in the upper end of the pile body 1, and is passed through in junction
Iron hoop 11 is linked together with the pile body 1, and the iron hoop 11 is detachable connection.During installation, first pile cover is installed, so
Backward lower impact pile cover drives pile body to move downward in insertion soil, after pile body drops to desired depth, removes pile cover, then
The upper end of impact main shaft, moves downward main shaft, and main shaft drives top board to stretch out by the addendum cone of its bottom during moving downward
Outside pile body, referring to Fig. 2, four top boards are ejected to four direction, on the one hand improve the stability of strutting system of pile body, on the other hand then
Can effectively prevent pile body from moving further downward, therefore still be able to after a long time use ensure that pile body maintains initial depth
Degree, has preferable support performance to the weight on pile body.
In the present embodiment, the bottom of the middle cavity 3 of the pile body 1 is provided with for guiding what the top board 7 was outwards made
Guide pad 12, the guide pad 12 are fixedly connected on the medial wall of the pile body 1.Arrange the guide pad 12 to be conducive to
Push rod is outwards ejected according to predetermined direction, and then bears excessive power at the pilot hole of reduction pile body lower end, prevents from damaging pile body
Side wall.
In order to improve supporting ＆ stablizing type, prevent pile body from surprisingly declining, and it is easy to the smooth ejection of top board 7, the top board 7 is oblique
Down-set, the top board 7 is 50-65 degree with the angle of 1 axis of the pile body.
Main shaft body is damaged when applying pressure in order to avoid the upper end to main shaft, the upper end of the main shaft 4 is provided with end
Cap 13.
Above-mentioned specific embodiment is simply explained in detail to the technical solution of the utility model, and this utility model is not
Only be limited only to above-described embodiment, it will be understood by those skilled in the art that it is every according to above-mentioned principle and spirit in this practicality
Improvement, replacement on novel foundation, all should be within protection domain of the present utility model.
Claims (6)
1. a kind of novel building stake, it is characterised in that：Including pile body and pile top, the pile body is hollow structure, the pile body
Hollow intracavity is provided with main shaft, and the lower end of the main shaft is connected with the addendum cone of taper type, the addendum cone, the main shaft and the stake
Body is coaxially disposed, and the hollow intracavity of the pile body is provided with least two for the gripper shoe that positions to the main shaft support, institute
Circumferentially uniform intervals are provided with least two top boards to state the lower end of pile body, be provided with the stake body sidewall for the top board to
The pilot hole of outer ejection, one end positioned at the hollow intracavity of the top board are made by being enclosed within the elastic force of spring on the top board
With the taper-face contact with the addendum cone, the upper end of the main shaft is higher than the upper end of the pile body, and the upper end of the pile body is provided with
Pile cover, the internal diameter and external diameter of the pile cover are identical with the internal diameter and external diameter of the pile body, and the pile cover is covered in the pile body
Upper end, and linked together with the pile body by iron hoop in junction.
2. novel building stake according to claim 1, it is characterised in that：The bottom of the middle cavity of the pile body is provided with use
In the guide pad for guiding the top board outwards to make, the guide pad is fixedly connected on the medial wall of the pile body.
3. novel building stake according to claim 1 and 2, it is characterised in that：The top board is arranged obliquely.
4. novel building stake according to claim 3, it is characterised in that：The top board with the angle of the pile body axis is
50-65 degree.
5. novel building stake according to claim 1, it is characterised in that：The top board is circumferentially arranged three or four
It is individual.
6. novel building stake according to claim 1, it is characterised in that：The main shaft upper end is provided with end cap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621087709.0U CN206052687U (en) | 2016-09-28 | 2016-09-28 | A kind of novel building stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621087709.0U CN206052687U (en) | 2016-09-28 | 2016-09-28 | A kind of novel building stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206052687U true CN206052687U (en) | 2017-03-29 |
Family
ID=58366066
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621087709.0U Expired - Fee Related CN206052687U (en) | 2016-09-28 | 2016-09-28 | A kind of novel building stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206052687U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190734A (en) * | 2017-06-22 | 2017-09-22 | 成都赋阳技术开发有限公司 | The roadbed supporting pile for repairing construction is built for road and bridge |
| CN107237320A (en) * | 2017-08-15 | 2017-10-10 | 张家港市兴鸿达基础有限公司 | The pile foundation that a kind of antidetonation is strengthened |
| CN107386280A (en) * | 2017-08-15 | 2017-11-24 | 张家港市兴鸿达基础有限公司 | A kind of pile foundation of the spacing reinforcement in bottom |
| CN107476298A (en) * | 2017-09-22 | 2017-12-15 | 国家电网公司 | A kind of overhead transmission line concrete precast pipe pile implantation pile sinking platform and method |
-
2016
- 2016-09-28 CN CN201621087709.0U patent/CN206052687U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190734A (en) * | 2017-06-22 | 2017-09-22 | 成都赋阳技术开发有限公司 | The roadbed supporting pile for repairing construction is built for road and bridge |
| CN107237320A (en) * | 2017-08-15 | 2017-10-10 | 张家港市兴鸿达基础有限公司 | The pile foundation that a kind of antidetonation is strengthened |
| CN107386280A (en) * | 2017-08-15 | 2017-11-24 | 张家港市兴鸿达基础有限公司 | A kind of pile foundation of the spacing reinforcement in bottom |
| CN107476298A (en) * | 2017-09-22 | 2017-12-15 | 国家电网公司 | A kind of overhead transmission line concrete precast pipe pile implantation pile sinking platform and method |
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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 |
Granted publication date: 20170329 |