CN206428689U - Firm building stake - Google Patents
Firm building stake Download PDFInfo
- Publication number
- CN206428689U CN206428689U CN201720093008.6U CN201720093008U CN206428689U CN 206428689 U CN206428689 U CN 206428689U CN 201720093008 U CN201720093008 U CN 201720093008U CN 206428689 U CN206428689 U CN 206428689U
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- China
- Prior art keywords
- pile
- pile body
- stake
- side opening
- hole
- 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 provides a kind of firm building stake, including：Pile body, its sidewall symmetry offers side opening group, and side opening group includes the side opening that multiple vertical uniform intervals are set；Side stake component, it includes：Multiple side stakes, one end of side stake is located in pile body through the side opening other end, and side stake can be moved along side opening；Two connecting plates, each connecting plate is circular arc wall close to the wall of pile body inwall, and another wall is that, close to the inclined-plane formed, the circular arc wall of end and connecting plate of the side stake in pile body is connected downwardly toward pile body axis；Depression bar, its lower end forms the promotion part of taper, and promotion part is resisted against between the inclined-plane of two connecting plates；Pile crown, it includes a pair of first pile tops and second pile top, and the top of the first pile top and second pile top is fixedly connected with the bottom of pile body respectively, and the height of the first pile top is less than the height of the second pile top.Firm building stake of the present utility model, power is agreed with horizontal direction, the characteristics of improving building stake stability.
Description
Technical field
The utility model is related to technical field of buildings, and in particular to the firm building stake of one kind.
Background technology
Build before high-lager building, it is construction techniques common at present that building stake is first laid on ground.At present
Building stake be all to be inserted vertically into bottom surface under larger pressure, as nail hammers into blockishness, by squeezing for surrounding soil
Pressure is acted on, and only by the frictional resistance of vertical direction, without the wedging function of horizontal direction, solid steadiness is not high, and
Present building stake pile body is integrally formed with pile top, when building stake and damaging, it is necessary to which integral replacing building stake adds cost.
Utility model content
A purpose of the present utility model is to solve the above problems, and provides the advantage that at least will be described later.
The utility model also has a purpose to be to provide a kind of firm building stake, and it, which has, can provide the contract of horizontal direction
With joint efforts, the characteristics of adding building stake stability.
In order to realize according to these purposes of the present utility model and further advantage there is provided the firm building stake of one kind, including：
Pile body, it is the hollow circular cylinder for the upper end open being vertically arranged, and the stake body sidewall is symmetrical along its axis direction
Offer side opening group, side opening group includes the side opening that multiple vertical uniform intervals are set, the side opening by pile body from inside to outside and down
Tilt；
Side stake component, it includes：
Multiple side stakes, each side stake is corresponded with each side opening, and one end of side stake is located at pile body through the side opening other end
Interior, the side stake can be moved along side opening；
Two connecting plates, each connecting plate is corresponding with side opening group, and two connecting plates are symmetrical arranged with pile body axis vertical
In in pile body, each connecting plate is circular arc wall close to the wall of pile body inwall, and another wall is to be leaned on downwardly toward pile body axis
The inclined-plane closely formed, the circular arc wall of end and connecting plate of the side stake in pile body is connected；
Depression bar, it is to be coaxially disposed in the cylinder in pile body, and the lower end of the depression bar forms the promotion part of taper, institute
State promotion part to be resisted against between the inclined-plane of two connecting plates, the diameter of the depression bar is slightly less than the diameter of pile body；
Pile crown, it includes a pair of first pile tops and second pile top, and first pile top and second pile top are
Bottom of the top of the up big and down small cone of diameter, first pile top and second pile top respectively with the pile body is fixed
Connection, the pair of first pile top is set relative to the axisymmetrical of second pile top, and the height of first pile top is less than
The height of second pile top, second pile top is coaxially disposed with the pile body.
Preferably, described firm building stake, the depression bar offers the first positioning hole positioned at promotion part upper side wall,
The second positioning hole is offered on the pile body, the first positioning hole, the second positioning hole are radially arranged along pile body horizontal cross-section, one first
Latch passes through the second positioning hole and the first positioning hole.
Preferably, the rubber stopper for offering spacing hole, the side are provided with described firm building stake, the side opening
One end of stake passes through spacing hole.
Preferably, described firm building stake, is connected with pile body seat between pile crown and pile body, the bottom of the pile body to
Outer to be convexly equipped with a lug boss, the top down of the pile body seat is provided with the depressed part being engaged with the lug boss, the projection
Portion is inserted in the depressed part, offers a first through hole in the horizontal direction on the pile body seat, the first through hole runs through institute
State and the second through hole is offered on pile body seat and the depressed part, the lug boss, second through hole connects with the first through hole
Logical, one second latch passes through the first through hole and second through hole.
Preferably, described firm building stake, side end of the stake away from connecting plate is provided with sharp portion.
Preferably, it is respectively provided with described firm building stake, the inwall of first through hole, and on the inwall of the second through hole
There are the external screw thread for being provided with and matching with the internal thread on internal thread, second latch, second latch and the pile body
Seat and lug boss threaded connection.
Preferably, described firm building stake, the wall thickness of pile body and the external diameter ratio of pile body are 1：6~8, side opening and level
The angle in direction is 20~45 °.
The utility model at least includes following beneficial effect：
1st, firm building stake of the present utility model, sets the side stake tilted down on pile body, when building stake enters soil
When middle, side stake is tilted into soil, is added the wedging function of horizontal direction, is added the frictional force of horizontal direction so that
Build stake more firm on the whole.
2nd, pile crown of the present utility model includes a pair of first pile tops and second pile top, and the height of the first pile top is less than the
The height of two pile tops, set multiple pile tops compared to traditional architecture stake one between pile top and soil to agree with power stronger, make building
Stake is more stable, and the height of the second pile top is more than the first pile top, and entering the second pile top in soil in building stake can play fixed
Position effect, when building stake keep stable.
3rd, pile crown and pile body of the present utility model are detachable, when pile crown or pile body damage, can be convenient for changing, without whole
Body replaces building stake, reduces use cost.
Brief description of the drawings
Fig. 1 is firm building pilework schematic diagram of the present utility model；
Fig. 2 is pilework schematic diagram in side of the present utility model；
Fig. 3 is pile crown of the present utility model and pile body cooperation schematic diagram.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
It should be noted that in description of the present utility model, term " transverse direction ", " longitudinal direction ", " on ", " under ", " preceding ",
The orientation or position relationship of the instruction such as " rear ", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " be based on
Orientation shown in the drawings or position relationship, are for only for ease of description the utility model and simplify description, are not to indicate or dark
Specific orientation must be had, with specific azimuth configuration and operation by showing the device or element of meaning, therefore it is not intended that right
Limitation of the present utility model.
As shown in Figure 1 and Figure 2, a kind of firm building stake, including：
Pile body 1, it is the hollow circular cylinder for the upper end open being vertically arranged, and the side wall of pile body 1 is along its axis direction pair
Title offers side opening group, and side opening group includes the side opening 11 that multiple vertical uniform intervals are set, the side opening 11 by pile body 1 from inside to outside
And be downwardly inclined；
Side stake component, it includes：
Multiple side stakes 21, each side stake 21 is corresponded with each side opening 11, and one end of side stake 21 is another through side opening 11
End is located in pile body 1, and the side stake 21 can be moved along side opening 11；
Two connecting plates 22, each connecting plate 22 is corresponding with side opening group, and two connecting plates 22 are with the axis vertical pair of pile body 1
Title is arranged in pile body 1, and each connecting plate 22 is circular arc wall 221 close to the wall of the inwall of pile body 1, and another wall is downward
Towards the axis of pile body 1 close to the inclined-plane 222 formed, the side stake 21 is located at the end in pile body 1 and the circular arc wall of connecting plate 22
Face 221 is connected；
Depression bar 23, it is to be coaxially disposed in the cylinder in pile body 1, and the lower end of the depression bar 23 forms the propulsion of taper
Portion 231, the promotion part 231 is resisted against between the inclined-plane 222 of two connecting plates 22, and the diameter of the depression bar 23 is slightly less than pile body
1 diameter；
Pile crown, it includes a pair of first pile tops 31 and second pile top 32, first pile top 31 and described second
Point 32 is the up big and down small cone of diameter, the top of first pile top 31 and second pile top 32 respectively with the stake
The bottom of body 1 is fixedly connected, and the pair of first pile top 31 is set relative to the axisymmetrical of second pile top 32, and described the
The height of one pile top 31 is less than the height of second pile top 32, and second pile top 32 is coaxially disposed with the pile body 1.
In the technical program, the side wall of pile body 1 offers two side opening groups, the axis pair of two side opening groups along pile body 1
Claim distribution, each side opening group includes the side opening 11 that multiple vertical uniform intervals are set, side opening 11 is by pile body 1 from inside to outside and towards having a down dip
Tiltedly, side stake 11 is provided with each side opening 11, one end of side stake 21 is located in pile body 1 through the other end of side opening 11, a side opening
In 11, side stake 21 can be moved along side opening 11；Be additionally provided with two connecting plates 22 in pile body 1, each connecting plate 22 with side opening group
Correspondence, two connecting plates 22 are symmetricly set in pile body 1 with the axis vertical of pile body 1, and each connecting plate 22 is close to the inwall of pile body 1
Wall be circular arc wall 221, another wall be circular arc wall 221 it is relative be downwardly toward the axis of pile body 1 close to formed
Inclined-plane 222, side 21 end in pile body 1 of stake and the circular arc wall 221 of connecting plate 22 are connected；It is additionally provided with pile body 1
Depression bar 23, the lower end of depression bar 23 forms the promotion part 231 of taper, promotion part 231 be resisted against two connecting plates 22 inclined-plane 222 it
Between, the diameter of depression bar 23 is slightly less than the diameter of pile body 1, and depression bar 23 is moved downward by external force, and the promotion part 231 of depression bar 23 is squeezed
The inclined-plane 222 of connecting plate 22 is pressed, and then the side stake 11 connected on connecting plate 22 is entered in soil, so that building stake produces water
Square to wedging function, add the frictional force of horizontal direction so that building stake it is more firm on the whole；Building stake also includes
Pile crown, it includes a pair of first pile tops 31 and second pile top 32, and the height of the first pile top 31 is less than second pile top 32
Height, the second pile top 32 is coaxially disposed with the pile body 1, by setting contact of three pile tops with soil, adds friction
Power, makes building stake more stable, and more than the first pile top 31, thus the second pile top 32 can be played very the height of the second pile top 32
Good positioning action, reduces building stake and deviates, add the stability of building stake.
In another technical scheme, described firm building stake, the depression bar 23 is opened positioned at the upper side wall of promotion part 231
Provided with the first positioning hole, the second positioning hole is offered on the pile body, the first positioning hole, the second positioning hole are along pile body horizontal cross-section
Radially arrange, one first latch 232 passes through the second positioning hole and the first positioning hole.
In the technical program, depression bar 23 is fixed by the first latch 232, after the entirety of pile body 1 enters soil,
The first latch 232 is removed, then promotes depression bar 23 side stake 21 is entered soil, and enters depression bar 23 in soil course in pile body 1
Good supporting role can be played with offside stake 21, prevent side stake 21 from falling into inside pile body 1.
In another technical scheme, described firm building stake is provided with the side opening 11 and offers spacing hole
Rubber stopper, one end of the side stake 21 passes through spacing hole.
In the technical program, because side stake 21 is moved in side opening 11, in order to reduce friction between the two, reduce material
Loss, sets rubber stopper in side opening 11, and then rubber stopper is sheathed in side stake 21, and rubber stopper is located between the two, and has
Certain elasticity, it is to avoid side stake 21 is contacted with the direct of side opening 11, extends service life.
In another technical scheme, described firm building stake is connected with pile body seat 4 between pile crown and pile body 1, described
The bottom convex of pile body 1 is provided with a lug boss 12, and the top down of the pile body seat 4 is provided with to be engaged with the lug boss 12
Depressed part 41, the lug boss 12 inserted in the depressed part 41, and one first is offered in the horizontal direction on the pile body seat 4
Through hole, the first through hole offers the second through hole on pile body seat 4 and the depressed part 41, the lug boss 12,
Second through hole is connected with the first through hole, and one second latch 42 passes through the first through hole and second through hole.
In the technical program, as shown in figure 3, be connected with pile body seat 4 between pile crown and pile body 1, make pile crown and pile body 1 it
Between be detachably connected, be specifically provided with a lug boss 12 in the bottom of pile body 1, pile body seat 4 to having and the phase of lug boss 12
The depressed part 41 of cooperation, is cooperated with lug boss 12 by depressed part 41 and can quickly positioned, and facilitates pile body seat 4 and pile body
Connection between 1；The first through hole through pile body seat 4 and depressed part 41 is offered on pile body seat 4, the is offered on lug boss 12
Two through holes, the second through hole is connected with first through hole, and one second latch 42 passes through the second latch through first through hole and the second through hole
42 pass through or extract the second through hole and first through hole, make between pile body seat 4 and pile body 1 detachably, and pile body 4 lower ends of seat and first
The pile top 32 of pile top 31 and second is connected, and is achieved in being detachably connected for the first pile top 31 and the second pile top 32 and pile body 1.
In another technical scheme, described firm building stake, side 21 ends away from connecting plate 22 of stake are provided with point
Thorn portion.
Sharp portion is set side stake 21 is preferably entered in soil in side stake 21, further, sharp portion material
For hard alloy.
In another technical scheme, described firm building stake, on the inwall of first through hole, and the second through hole is interior
The external screw thread for being provided with and matching with the internal thread on internal thread, second latch 42 is provided with wall, described second inserts
Pin 42 is threadedly coupled with pile body seat 4 and the lug boss 12.
Being connected through a screw thread easily can screw out or screw the second latch 42, when needing separation pile body 1 with pile crown more
Facilitate, and be connected through a screw thread the second latch 42 and be not easy loosening so that building stake is more stable.
In another technical scheme, described firm building stake, the wall thickness of pile body 1 is 1 with the external diameter ratio of pile body 1：6~
8, side opening 11 and the angle of horizontal direction are 20~45 °.
By limiting the wall thickness of pile body 1 and the external diameter ratio of pile body 1, pile body 1 is set to have certain wall thickness, and then can be with offside
Stake 21 has certain supporting role, adds the stability of side stake 21.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and embodiment
Listed to use, it can be applied to various suitable fields of the present utility model completely, for those skilled in the art,
Other modification is easily achieved, therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (7)
1. the firm building stake of one kind, it is characterised in that including：
Pile body, it is the hollow circular cylinder for the upper end open being vertically arranged, and the stake body sidewall is symmetrically opened up along its axis direction
There is side opening group, side opening group includes the side opening that multiple vertical uniform intervals are set, and the side opening from inside to outside and is downwardly inclined by pile body；
Side stake component, it includes：
Multiple side stakes, each side stake is corresponded with each side opening, and one end of side stake is located in pile body through the side opening other end, institute
Stating side stake can move along side opening；
Two connecting plates, each connecting plate is corresponding with side opening group, and two connecting plates are symmetricly set in stake with pile body axis vertical
In vivo, each connecting plate is circular arc wall close to the wall of pile body inwall, and another wall is close to shape downwardly toward pile body axis
Into inclined-plane, side stake is located at end in pile body and the circular arc wall of connecting plate is connected；
Depression bar, it is to be coaxially disposed in the cylinder in pile body, and the lower end of the depression bar forms the promotion part of taper, described to push away
Enter portion to be resisted against between the inclined-plane of two connecting plates, the diameter of the depression bar is slightly less than the diameter of pile body；
Pile crown, it includes a pair of first pile tops and second pile top, and first pile top and second pile top are diameter
The top of up big and down small cone, first pile top and second pile top is fixed with the bottom of the pile body respectively to be connected
Connect, the pair of first pile top is set relative to the axisymmetrical of second pile top, the height of first pile top is less than institute
The height of the second pile top is stated, second pile top is coaxially disposed with the pile body.
2. firm building stake as claimed in claim 1, it is characterised in that the depression bar is offered positioned at promotion part upper side wall
Offer the second positioning hole on first positioning hole, the pile body, the first positioning hole, the second positioning hole along pile body horizontal cross-section radially
Arrangement, one first latch passes through the second positioning hole and the first positioning hole.
3. firm building stake as claimed in claim 1, it is characterised in that the rubber for offering spacing hole is provided with the side opening
Plug, one end of the side stake passes through spacing hole.
4. firm building stake as claimed in claim 1, it is characterised in that pile body seat is connected between pile crown and pile body, described
The bottom convex of pile body is provided with a lug boss, and the top down of the pile body seat is provided with the depression being engaged with the lug boss
Portion, the lug boss is inserted in the depressed part, and a first through hole, described first are offered in the horizontal direction on the pile body seat
Through hole offers the second through hole on the lug boss through pile body seat and the depressed part, second through hole with it is described
First through hole is connected, and one second latch passes through the first through hole and second through hole.
5. firm building stake as claimed in claim 1, it is characterised in that side end of the stake away from connecting plate is provided with spine
Portion.
6. firm building stake as claimed in claim 4, it is characterised in that on the inwall of first through hole, and the second through hole
The external screw thread for being provided with and matching with the internal thread on internal thread, second latch is provided with inwall, described second inserts
Pin is threadedly coupled with pile body seat and the lug boss.
7. firm building stake as claimed in claim 1, it is characterised in that the wall thickness of pile body and the external diameter ratio of pile body are 1：6~
8, the angle of side opening and horizontal direction is 20~45 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720093008.6U CN206428689U (en) | 2017-01-24 | 2017-01-24 | Firm building stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720093008.6U CN206428689U (en) | 2017-01-24 | 2017-01-24 | Firm building stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206428689U true CN206428689U (en) | 2017-08-22 |
Family
ID=59590963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720093008.6U Expired - Fee Related CN206428689U (en) | 2017-01-24 | 2017-01-24 | Firm building stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206428689U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755741A (en) * | 2018-06-01 | 2018-11-06 | 衡水通广通信导航设备有限公司 | High-efficiency environment friendly do not suspend without concrete Equipment Foundations support stake and its application method |
| CN108797580A (en) * | 2018-06-16 | 2018-11-13 | 马鞍山小古精密机电科技有限公司 | A kind of adjustable rise buildings stake |
| CN109440766A (en) * | 2018-11-06 | 2019-03-08 | 佛山科学技术学院 | A kind of Temperature Control Type anchor pole |
| CN109914433A (en) * | 2019-04-15 | 2019-06-21 | 陈林 | A kind of foundation pit supporting method and raked pile |
| CN109930598A (en) * | 2019-04-15 | 2019-06-25 | 陈林 | A kind of foundation pit fender pile and foundation pit baffle |
| CN110158606A (en) * | 2019-04-09 | 2019-08-23 | 郭拓 | A kind of ultra-deep foundation pit pile-anchor retaining auxiliary member |
| CN110847222A (en) * | 2019-11-11 | 2020-02-28 | 陈师楚 | Special settling type equipment foundation device for water conservancy and construction method thereof |
| CN112359820A (en) * | 2020-11-03 | 2021-02-12 | 湖北鄂东桩基工程有限公司 | Precast pile for soft foundation treatment and construction method |
| CN113981954A (en) * | 2021-11-17 | 2022-01-28 | 东莞嘉誉诚建设基础工程有限公司 | Soft soil foundation reinforcing structure and method |
-
2017
- 2017-01-24 CN CN201720093008.6U patent/CN206428689U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755741A (en) * | 2018-06-01 | 2018-11-06 | 衡水通广通信导航设备有限公司 | High-efficiency environment friendly do not suspend without concrete Equipment Foundations support stake and its application method |
| CN108797580A (en) * | 2018-06-16 | 2018-11-13 | 马鞍山小古精密机电科技有限公司 | A kind of adjustable rise buildings stake |
| CN109440766A (en) * | 2018-11-06 | 2019-03-08 | 佛山科学技术学院 | A kind of Temperature Control Type anchor pole |
| CN109440766B (en) * | 2018-11-06 | 2023-09-26 | 佛山科学技术学院 | Temperature control type anchor rod |
| CN110158606A (en) * | 2019-04-09 | 2019-08-23 | 郭拓 | A kind of ultra-deep foundation pit pile-anchor retaining auxiliary member |
| CN109914433A (en) * | 2019-04-15 | 2019-06-21 | 陈林 | A kind of foundation pit supporting method and raked pile |
| CN109930598A (en) * | 2019-04-15 | 2019-06-25 | 陈林 | A kind of foundation pit fender pile and foundation pit baffle |
| CN110847222A (en) * | 2019-11-11 | 2020-02-28 | 陈师楚 | Special settling type equipment foundation device for water conservancy and construction method thereof |
| CN110847222B (en) * | 2019-11-11 | 2021-05-28 | 陈师楚 | Special settling type equipment foundation device for water conservancy and construction method thereof |
| CN112359820A (en) * | 2020-11-03 | 2021-02-12 | 湖北鄂东桩基工程有限公司 | Precast pile for soft foundation treatment and construction method |
| CN113981954A (en) * | 2021-11-17 | 2022-01-28 | 东莞嘉誉诚建设基础工程有限公司 | Soft soil foundation reinforcing structure 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170822 Termination date: 20190124 |