CN206616548U - A kind of draining precast pile for highway soft foundation disposal - Google Patents
A kind of draining precast pile for highway soft foundation disposal Download PDFInfo
- Publication number
- CN206616548U CN206616548U CN201720318493.2U CN201720318493U CN206616548U CN 206616548 U CN206616548 U CN 206616548U CN 201720318493 U CN201720318493 U CN 201720318493U CN 206616548 U CN206616548 U CN 206616548U
- Authority
- CN
- China
- Prior art keywords
- stake seat
- osculum
- pile
- inserted link
- screw 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
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Abstract
The utility model provides a kind of draining precast pile for highway soft foundation disposal, including pile body, stake seat, the first screw rod, the second screw rod, guide rod and inserted link；The stake seat both sides are provided with connecting plate, and first screw rod and the second screw rod are screwed with the connecting plate by internal and external threads respectively；The pile body lower end is welded with two guide rods；The pile body grafting is fixed on the stake seat upper end；The first osculum coordinated with the guide rod gap is provided with the stake seat；The inserted link is weldingly fixed on the stake seat lower end；Some barbs are provided with the inserted link；The second osculum is additionally provided with the stake seat, second osculum is located at the first osculum side, and second osculum is straight through stake seat.The utility model is simple in construction, can realize Quick drainage, and prefabricated pile is installed and consolidated very much, is difficult to loosen.
Description
Technical field
The utility model is related to highway engineering construction equipment technical field, more particularly to a kind of for highway soft foundation disposal
Draining precast pile.
Background technology
Prefabricated pile, is various materials, various forms of stakes (such as timber, concrete square being made in factory or job site
Stake, prestressed concrete pipe pile, piling bar etc.), stake is squeezed into sinking apparatus, be pressed into or shaken in burying.Chinese architecture construction neck
Domain is mainly concrete precast pile and the major class of piling bar two using more prefabricated pile.Prefabricated pile mainly has concrete precast pile and steel
Two major classes of stake.It is fast that concrete precast pile can bear larger load, firm durable, speed of application, be wide variety of pile-type it
One, but its construction is larger to surrounding environment influence, and conventional has concrete solid square pile and hollow tubular piles of prestressed concrete.Steel
Stake is mainly two kinds of steel-pipe pile and H profile steel stake.But existing prefabricated pile drainage is poor, and prefabricated pile installs shakiness mostly
Gu.
Utility model content
(1) technical problem to be solved
Problem to be solved in the utility model is to provide a kind of draining precast pile for highway soft foundation disposal, existing to overcome
Have in technology that drainage is poor, install unsteady defect.
(2) technical scheme
To solve the technical problem, the utility model provides a kind of draining precast pile for highway soft foundation disposal, bag
Include pile body, stake seat, the first screw rod, the second screw rod, guide rod and inserted link；Stake seat both sides are provided with connecting plate, and described the
One screw rod and the second screw rod are screwed with the connecting plate by internal and external threads respectively；The pile body lower end is welded with two and led
Bar；The pile body grafting is fixed on the stake seat upper end；The first row coordinated with the guide rod gap is provided with the stake seat
Water hole；The inserted link is weldingly fixed on the stake seat lower end；Some barbs are provided with the inserted link；Also set up in the stake seat
There is the second osculum, second osculum is located at the first osculum side, and second osculum is straight through described
Stake seat.
Further, first osculum includes vertical component effect and italic portion, and the vertical component effect coordinates with the guide rod gap.
Further, the stake seat is welded and fixed with the connecting plate.
Further, the inserted link lower end is in sharp body shape.
Further, the pile body, stake seat, connecting plate and inserted link are formed from steel.
(3) beneficial effect
Draining precast pile of the present utility model for highway soft foundation disposal, it is simple in construction, Quick drainage can be realized, and
Prefabricated pile is installed to be consolidated very much, is difficult to loosen.
Brief description of the drawings
Fig. 1 is a kind of structural representation of draining precast pile for highway soft foundation disposal of the utility model；
The partial enlarged drawing that Fig. 2 is A in Fig. 1；
The partial enlarged drawing that Fig. 3 is B in Fig. 1；
Fig. 4 is structural representation when a kind of draining precast pile for highway soft foundation disposal of the utility model is installed.
Embodiment
With reference to the accompanying drawings and examples, embodiment of the present utility model is described in further detail.Below
Embodiment is used to illustrate the utility model, but is not limited to scope of the present utility model.
Embodiment one
As depicted in figs. 1 and 2, a kind of draining precast pile for highway soft foundation disposal of the present utility model, including pile body
1st, the 2, first screw rod 3 of stake seat, the second screw rod 4, guide rod 6 and inserted link 8；2 both sides of stake seat are welded with connecting plate 5,
The screw rod 4 of first screw rod 3 and second is screwed with the connecting plate 5 by internal and external threads respectively；The lower end of pile body 1 weldering
It is connected to two guide rods 6；The grafting of pile body 1 is fixed on 2 upper ends of stake seat；It is provided with the stake seat 2 between the guide rod 6
The first osculum 7 that gap coordinates；The inserted link 8 is weldingly fixed on 2 lower ends of stake seat；Be provided with the inserted link 8 it is some fall
Hook 9；The second osculum 10 is additionally provided with the stake seat 2, second osculum 10 is located at the side of the first osculum 7,
Second osculum 10 is straight through stake seat 2.The benefit for being provided with barb 9 is that further reinforcing pile seat 2 is fixed on soil
In earth.
As shown in figure 1, screwed hole is provided with the connecting plate 5, the upper end of 3 and second screw rod of the first screw rod 4
It is bolted with handle 13, the screw rod 4 of the first screw rod 3 and second and is provided with external screw thread.As shown in figure 3, the first row
Water hole 7 includes vertical component effect 11 and italic portion 12, and the vertical component effect 11 coordinates with the gap of guide rod 6, is provided with italic portion 12
Benefit is further to prevent from blocking the first osculum 7.As shown in figure 1, the lower end of inserted link 8 is in sharp body shape, contribute to insertion soil
In earth.The pile body 1, stake seat 2, connecting plate 5 and inserted link 8 are formed from steel, and increase intensity.
When draining precast pile is installed, a hole first is dug on ground, then installs by stake seat 2, it is with machine that stake seat 2 is complete
Ground is pressed into entirely, afterwards by turn the first screw rod 3 of handle 13 and the second screw rod 4, stake seat 2 is completely fixed, it
Pile body 1 is inserted on stake seat 2 afterwards, the first osculum 7 and the second osculum 10 contribute to Jiang Shui to be directly discharged into underground.Deng stake seat
2 and after pile body 1 fixes, being completed with concreting just can be with.The utility model prefabricated pile can realize Quick drainage, and
And prefabricated pile is installed and consolidated very much, it is difficult to loosen.
Draining precast pile of the present utility model for highway soft foundation disposal, it is simple in construction, Quick drainage can be realized, and
Prefabricated pile is installed to be consolidated very much, is difficult to loosen.
In summary, above-mentioned embodiment is not restricted embodiment of the present utility model, the technology of all this areas
Modification or equivalent deformation that personnel are carried out on the basis of substantive content of the present utility model, in skill of the present utility model
Art category.
Claims (5)
1. a kind of draining precast pile for highway soft foundation disposal, it is characterised in that：Including pile body (1), stake seat (2), the first spiral shell
Swing arm (3), the second screw rod (4), guide rod (6) and inserted link (8)；Stake seat (2) both sides are provided with connecting plate (5), and described the
One screw rod (3) and the second screw rod (4) are screwed with the connecting plate (5) by internal and external threads respectively；Pile body (1) lower end
It is welded with two guide rods (6)；Pile body (1) grafting is fixed on described stake seat (2) upper end；Be provided with stake seat (2) with
The first osculum (7) that guide rod (6) gap coordinates；The inserted link (8) is weldingly fixed on described stake seat (2) lower end；It is described
Some barbs (9) are provided with inserted link (8)；The second osculum (10), second osculum are additionally provided with the stake seat (2)
(10) it is located at the first osculum (7) side, second osculum (10) is straight through stake seat (2).
2. the draining precast pile according to claim 1 for highway soft foundation disposal, it is characterised in that：First draining
Hole (7) includes vertical component effect (11) and italic portion (12), and the vertical component effect (11) coordinates with the guide rod (6) gap.
3. the draining precast pile according to claim 1 for highway soft foundation disposal, it is characterised in that：The stake seat (2)
It is welded and fixed with the connecting plate (5).
4. the draining precast pile according to claim 1 for highway soft foundation disposal, it is characterised in that：The inserted link (8)
Lower end is in sharp body shape.
5. the draining precast pile for highway soft foundation disposal according to any one of Claims 1-4, it is characterised in that：Institute
Pile body (1), stake seat (2), connecting plate (5) and inserted link (8) is stated to be formed from steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720318493.2U CN206616548U (en) | 2017-03-29 | 2017-03-29 | A kind of draining precast pile for highway soft foundation disposal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720318493.2U CN206616548U (en) | 2017-03-29 | 2017-03-29 | A kind of draining precast pile for highway soft foundation disposal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206616548U true CN206616548U (en) | 2017-11-07 |
Family
ID=60234701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720318493.2U Expired - Fee Related CN206616548U (en) | 2017-03-29 | 2017-03-29 | A kind of draining precast pile for highway soft foundation disposal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206616548U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842760A (en) * | 2018-06-27 | 2018-11-20 | 芜湖盘云石磨新能源科技有限公司 | A kind of desert photovoltaic power generation screw pile |
| CN111424658A (en) * | 2020-04-01 | 2020-07-17 | 程志求 | Anchor rod construction device for constructional engineering |
-
2017
- 2017-03-29 CN CN201720318493.2U patent/CN206616548U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842760A (en) * | 2018-06-27 | 2018-11-20 | 芜湖盘云石磨新能源科技有限公司 | A kind of desert photovoltaic power generation screw pile |
| CN111424658A (en) * | 2020-04-01 | 2020-07-17 | 程志求 | Anchor rod construction device for constructional engineering |
| CN111424658B (en) * | 2020-04-01 | 2021-09-10 | 王炳炜 | Anchor rod construction device for constructional engineering |
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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: 20171107 Termination date: 20180329 |