CN209144789U - A kind of civil construction stake - Google Patents
A kind of civil construction stake Download PDFInfo
- Publication number
- CN209144789U CN209144789U CN201821688496.6U CN201821688496U CN209144789U CN 209144789 U CN209144789 U CN 209144789U CN 201821688496 U CN201821688496 U CN 201821688496U CN 209144789 U CN209144789 U CN 209144789U
- Authority
- CN
- China
- Prior art keywords
- tapered
- pile body
- slot
- diversion trench
- rod
- 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
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of civil construction stakes, including pile body, the pile body bottom is provided with supporting table, the supporting table bottom is provided with conical head, the pile body is internally provided with diversion trench, the diversion trench two sides are provided with through slot, the through slot is internally provided with tapered rod, through slot is run through at the tapered rod both ends, limited block is provided with outside the tapered rod, the through slot is internally provided with baffle, is provided with hangnail on the outside of the tapered rod, it is provided with positioning plate at the top of the pile body, the diversion trench is internally provided with Tapered Cup.The utility model passes through setting tapered rod and hangnail, pressure-ram, push rod pushes Tapered Cup, Tapered Cup pushes inclined tapered rod to move in through slot, one end that Tapered Cup is located on the outside of pile body is inserted into soil, final Tapered Cup plays barrier effect to power when pushing, and hangnail can play barrier effect to the power of pull-up, is conducive to the stability for improving pile body.
Description
Technical field
The utility model relates to applications in civil engineering technical field, in particular to a kind of civil construction stake.
Background technique
Before building building, it is construction works common at present that building stake is laid on ground, and current builds
It builds stake and is generally log, be all directly to be inserted vertically into ground under biggish pressure, as nail hammers into blockishness, lean on surrounding
The squeezing action of soil is fixed, this sample loading mode has the following disadvantages, and round log is directly contacted with muddy water, is easily corroded, and building stake is only
By the frictional resistance of vertical direction, without the wedging function of horizontal direction, effect is poor, it would be highly desirable to improve.
Therefore, it is necessary to solve the above problems to invent a kind of civil construction stake.
Utility model content
The purpose of this utility model is to provide a kind of civil construction stakes, pass through tapered rod and hangnail, pressure-ram, push rod
Tapered Cup is pushed, Tapered Cup pushes inclined tapered rod to move in through slot, and one end that Tapered Cup is located on the outside of pile body is inserted into
In soil, final Tapered Cup plays barrier effect to power when pushing, and hangnail can play barrier effect to the power of pull-up, with solution
Certainly the problems mentioned above in the background art.
To achieve the above object, the utility model provides the following technical solutions: a kind of civil construction stake, including pile body, institute
It states pile body bottom and is provided with supporting table, the supporting table bottom is provided with conical head, and the pile body is internally provided with diversion trench, institute
It states diversion trench two sides and is provided with through slot, the through slot is internally provided with tapered rod, and through slot is run through at the tapered rod both ends, institute
It states and is provided with limited block outside tapered rod, the through slot is internally provided with baffle, is provided with hangnail, the stake on the outside of the tapered rod
Positioning plate is provided at the top of body, the diversion trench is internally provided with Tapered Cup, is provided with push rod at the top of the Tapered Cup, described to push away
Bar one end is arranged at the top of positioning plate.
Preferably, the supporting table surface setting is fluted.
Preferably, the diversion trench two sides are provided with flow-guiding channel, logical by water conservancy diversion between the diversion trench and groove
Road connection.
Preferably, the tapered rod and hangnail are obliquely installed.
Preferably, the Tapered Cup is threadedly coupled with push rod.
Preferably, the limited block is arranged inside diversion trench, and the hangnail is arranged on the outside of pile body.
The utility model has the following beneficial effects:
(1) pass through setting tapered rod and hangnail, pressure-ram, push rod promotion Tapered Cup, the inclined taper of Tapered Cup promotion
Bar moves in through slot, and one end that Tapered Cup is located on the outside of pile body is inserted into soil, and final Tapered Cup plays power when pushing
To barrier effect, hangnail can play barrier effect to the power of pull-up, be conducive to the stability for improving pile body；
(2) by setting supporting table and groove, when being squeezed into whole building stake in soil by conical head, supporting table can
Increase holding power, reduces the probability integrally moved down, groove can reduce the resistance that supporting table moves down, eventually by flow-guiding channel
Concrete is poured into groove, groove can be filled up, advantageously reduces the probability integrally moved down.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the portion the A enlarged diagram of Fig. 1 of the utility model；
Fig. 3 is the supporting table top view of the utility model；
In figure: 1 pile body, 2 supporting tables, 3 conical heads, 4 diversion trenches, 5 through slots, 6 tapered rods, 7 limited blocks, 8 baffles, 9 hangnails,
10 positioning plates, 11 Tapered Cups, 12 push rods, 13 grooves, 14 flow-guiding channels.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
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 embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
The utility model provides a kind of civil construction stake as shown in Figs. 1-3, including pile body 1, and 1 bottom of pile body is set
It is equipped with supporting table 2,2 bottom of supporting table is provided with conical head 3, and the pile body 1 is internally provided with diversion trench 4, the water conservancy diversion
4 two sides of slot are provided with through slot 5, and the through slot 5 is internally provided with tapered rod 6, and through slot 5, institute are run through in 6 both ends of tapered rod
It states and is provided with limited block 7 outside tapered rod 6, the through slot 5 is internally provided with baffle 8, is provided with hangnail 9 on the outside of the tapered rod 6,
Positioning plate 10 is provided at the top of the pile body 1, the diversion trench 4 is internally provided with Tapered Cup 11, sets at the top of the Tapered Cup 11
It is equipped with push rod 12,12 one end of push rod setting is at 10 top of positioning plate.
Further, in the above-mentioned technical solutions, 2 surface of the supporting table setting fluted 13, groove 13 can be reduced
The resistance that supporting table 2 moves down；
Further, in the above-mentioned technical solutions, 4 two sides of diversion trench are provided with flow-guiding channel 14, the water conservancy diversion
It is connected between slot 4 and groove 13 by flow-guiding channel 14, concrete can be sent into groove 13 by flow-guiding channel 14；
Further, in the above-mentioned technical solutions, the tapered rod 6 and hangnail 9 are obliquely installed, and are improved pull-up and are pushed
When resistance；
Further, in the above-mentioned technical solutions, the Tapered Cup 11 is threadedly coupled with push rod 12, is not squeezing into soil integrally
When in earth, when Tapered Cup 11 first reaches 4 inside bottom of diversion trench, push rod 12 can be backed out from Tapered Cup 11, the cone more renewed
Tapered Cup 11 is filled in into diversion trench 4 after shape part 11；
Further, in the above-mentioned technical solutions, the limited block 7 is arranged inside diversion trench 4, and the hangnail 9 is arranged
In 1 outside of pile body, limited block 7 can play position-limiting action to tapered rod 6 under the action of baffle 8, and hangnail 9 can be improved pulling
When resistance.
This practical working principle:
Referring to Figure of description 1-2, whole building stake is driven into the soil of needs by conical head 3, passes through extruding
Push rod 12, push rod 12 push Tapered Cup 11, and Tapered Cup 11 pushes inclined tapered rod 6 to move in through slot 5, and Tapered Cup 11 is located at
The one end in the outside of pile body 1 is inserted into soil, and baffle 8 can play position-limiting action to limited block 7, so prevent tapered rod 6 from
It falls off on pile body 1, pours into concrete into diversion trench 4, tapered rod 6 can be fixed, when the 11 pairs of pushings of final Tapered Cup
Power play barrier effect, hangnail 9 can play barrier effect to the power of pull-up, be conducive to improve pile body 1 stability；
Referring to Figure of description 1, attached drawing 3, when being squeezed into whole building stake in soil by conical head 3, supporting table 2 can
Increase holding power, reduces the probability integrally moved down, groove 13 can reduce the resistance that supporting table 2 moves down, eventually by water conservancy diversion
Concrete is poured into groove 13 by channel 14, can fill up groove 13, advantageously reduces the probability integrally moved down.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (6)
1. a kind of civil construction stake, including pile body (1), it is characterised in that: pile body (1) bottom is provided with supporting table (2), institute
It states supporting table (2) bottom to be provided with conical head (3), the pile body (1) is internally provided with diversion trench (4), the diversion trench (4) two
Side is provided with through slot (5), and the through slot (5) is internally provided with tapered rod (6), and through slot is run through at tapered rod (6) both ends
(5), it is provided with limited block (7) outside the tapered rod (6), the through slot (5) is internally provided with baffle (8), the tapered rod (6)
Outside is provided with hangnail (9), is provided with positioning plate (10) at the top of the pile body (1), the diversion trench (4) is internally provided with taper
Part (11), Tapered Cup (11) top are provided with push rod (12), and push rod (12) one end setting is at the top of positioning plate (10).
2. a kind of civil construction stake according to claim 1, it is characterised in that: supporting table (2) surface is provided with recessed
Slot (13).
3. a kind of civil construction stake according to claim 2, it is characterised in that: diversion trench (4) two sides are provided with
Flow-guiding channel (14) is connected between the diversion trench (4) and groove (13) by flow-guiding channel (14).
4. a kind of civil construction stake according to claim 1, it is characterised in that: the tapered rod (6) and hangnail (9) incline
Tiltedly setting.
5. a kind of civil construction stake according to claim 1, it is characterised in that: the Tapered Cup (11) and push rod (12) spiral shell
Line connection.
6. a kind of civil construction stake according to claim 1, it is characterised in that: the limited block (7) is arranged in diversion trench
(4) internal, hangnail (9) setting is on the outside of pile body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821688496.6U CN209144789U (en) | 2018-10-18 | 2018-10-18 | A kind of civil construction stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821688496.6U CN209144789U (en) | 2018-10-18 | 2018-10-18 | A kind of civil construction stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209144789U true CN209144789U (en) | 2019-07-23 |
Family
ID=67270332
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821688496.6U Expired - Fee Related CN209144789U (en) | 2018-10-18 | 2018-10-18 | A kind of civil construction stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209144789U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116971411A (en) * | 2023-09-22 | 2023-10-31 | 上海勘测设计研究院有限公司 | Wind power single pile and pile sinking construction device |
-
2018
- 2018-10-18 CN CN201821688496.6U patent/CN209144789U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116971411A (en) * | 2023-09-22 | 2023-10-31 | 上海勘测设计研究院有限公司 | Wind power single pile and pile sinking construction device |
| CN116971411B (en) * | 2023-09-22 | 2023-12-01 | 上海勘测设计研究院有限公司 | Wind power single pile and pile sinking construction device |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209323291U (en) | A kind of anti-settling road structure | |
| CN202466569U (en) | Integrated solid-hollow concrete pile | |
| CN209144789U (en) | A kind of civil construction stake | |
| CN206477327U (en) | One kind building stake | |
| CN210766746U (en) | Pressure pile foundation | |
| CN204199275U (en) | Filling concrete barb type construction pile | |
| CN207878446U (en) | A kind of telescopic deep-hole replacement rammer for column base | |
| CN107816012A (en) | A kind of hydraulic engineering slope protection net with grasping function | |
| CN110029752B (en) | Building wall | |
| CN213741101U (en) | Foundation ditch reinforced structure based on high pressure jet grouting pile | |
| CN211395652U (en) | Steel-pipe pile foundation reinforced structure | |
| CN211816389U (en) | Hydraulic engineering retaining wall | |
| CN210561538U (en) | Municipal paving brick | |
| CN208685646U (en) | A kind of building foundation structure | |
| CN202124857U (en) | Splitting pile | |
| CN207047868U (en) | A kind of pattern foundation pit supporting structure barricade | |
| CN220789712U (en) | Reinforcing structure applied to soft soil foundation | |
| CN218911270U (en) | Hydraulic engineering slope protection net | |
| CN219862868U (en) | Roadbed slope protection structure | |
| CN219033175U (en) | Anti-sedimentation device for concrete pipe pile | |
| CN219060034U (en) | Soil layer anchor rod for building engineering | |
| CN218621916U (en) | Slope collapse-preventing supporting device for hydraulic engineering | |
| CN218175460U (en) | Anti-blocking water seepage brick | |
| CN220768020U (en) | Building pile for building engineering | |
| CN216640546U (en) | Soft soil foundation reinforced structure |
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: 20190723 Termination date: 20191018 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |