CN208219657U - A kind of closed type plug-in type slip casting foundation pile - Google Patents
A kind of closed type plug-in type slip casting foundation pile Download PDFInfo
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- CN208219657U CN208219657U CN201820763159.2U CN201820763159U CN208219657U CN 208219657 U CN208219657 U CN 208219657U CN 201820763159 U CN201820763159 U CN 201820763159U CN 208219657 U CN208219657 U CN 208219657U
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- foundation pile
- slip casting
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- flapper
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Abstract
The utility model discloses a kind of closed type plug-in type slip casting foundation piles, including foundation pile main body, foundation pile shell is provided in foundation pile main body, the bottom end of foundation pile shell is provided with end, several grout outlet inner cavities are provided on foundation pile shell, it is intracavitary in grout outlet to be provided with slurry outlet, grout outlet is provided with flapper on inner cavity, the side of flapper is provided with shaft, the side of shaft is provided with fixing piece, foundation pile inner cavity is provided in foundation pile shell, it is intracavitary in foundation pile to be provided with connecting rod, sealing plate is provided at the top of foundation pile shell, connector is provided at the top of sealing plate, the top of foundation pile main body is provided with injected hole.It is provided with flapper on the closed type plug-in type slip casting foundation pile, can not only prevent soil plug slurry outlet, while the set strength for increasing foundation pile can also be played, ensure that the stability of foundation pile, the utility model structure is simple, and accuracy is high, easy to spread.
Description
Technical field
The utility model relates to foundation piles, and in particular to a kind of closed type plug-in type slip casting foundation pile.
Background technique
Foundation pile is all concrete pouring operation, and concrete pouring operation will receive the influence of position in environment and ground, have
Many places for being not suitable for excavating, such as vegetation protection area, permafrost region, scenic spot and narrow field area, and concrete pours
It builds and also has disadvantages that, construction is complicated, and construction efficiency is low, and large labor intensity and operating cost are high, inserts for this purpose, there is closed type
Enter formula slip casting foundation pile, still, existing closed type plug-in type slip casting foundation pile is easy to appear out during being inserted into underground
The disadvantages of starching mouth blocking, causing slip casting inefficiency, to solve the above problems, now needing a kind of closed type plug-in type slip casting basis
Stake.
Utility model content
The technical problem that solve of utility model is mistake of the existing closed type plug-in type slip casting foundation pile in insertion underground
The problem of the disadvantages of being easy to appear grout outlet blocking in journey, causing slip casting inefficiency, provide a kind of closed type plug-in type slip casting
Foundation pile.
In order to solve the above-mentioned technical problem, the utility model provides the following technical solution:
The utility model provides a kind of closed type plug-in type slip casting foundation pile, including foundation pile main body, foundation pile shell,
Injected hole, sealing plate, end, connector, foundation pile inner cavity, grout outlet inner cavity, slurry outlet, flapper, shaft, fixing piece and
Connecting rod is provided with the foundation pile shell in the foundation pile main body, and the bottom end of the foundation pile shell is provided with the end
Head, is provided with several grout outlet inner cavities on the foundation pile shell, intracavitary in the grout outlet to be provided with the slurry outlet,
The flapper is provided on the grout outlet inner cavity, the side of the flapper is provided with the shaft, the shaft
Side be provided with the fixing piece, be provided with the foundation pile inner cavity in the foundation pile shell, it is intracavitary in the foundation pile
It is provided with the connecting rod, the sealing plate is provided at the top of the foundation pile shell, is provided at the top of the sealing plate
The top of the connector, the foundation pile main body is provided with the injected hole.
As a kind of optimal technical scheme of the utility model, the flapper and the fixing piece pass through the shaft
Hingedly.
As a kind of optimal technical scheme of the utility model, several flappers are connected by connecting rod, and
It is controlled by slip casting electronic electrical-mechanical.
As a kind of optimal technical scheme of the utility model, the sealing plate and the connector with the foundation pile
Shell is fixedly connected.
As a kind of optimal technical scheme of the utility model, the injected hole uses threaded coupling hole, and the end is adopted
Use conical design.
As a kind of optimal technical scheme of the utility model, the grout outlet inner cavity is groove design, the grout outlet
Inner cavity passes through the flapper airtight connection.
The utility model beneficial effect achieved is: the device is a kind of closed type plug-in type slip casting foundation pile, at this
It is provided with flapper on closed type plug-in type slip casting foundation pile, can not only prevent soil plug slurry outlet, while can also play
The set strength for increasing foundation pile, ensure that the stability of foundation pile, and the utility model structure is simple, and accuracy is high, be easy to push away
Extensively.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is the agent structure schematic diagram of the utility model;
Fig. 2 is one of partial structural diagram of the utility model;
Fig. 3 is the two of the partial structural diagram of the utility model;
In figure: 1, foundation pile main body;2, foundation pile shell;3, injected hole;4, sealing plate;5, end;6, connector; 7,
Foundation pile inner cavity;8, grout outlet inner cavity;9, slurry outlet;10, flapper;11, shaft;12, fixing piece;13, connecting rod.
Specific embodiment
It is illustrated below in conjunction with preferred embodiment of the attached drawing to the utility model, it should be understood that described herein excellent
It selects embodiment to be only used for describing and explaining the present invention, is not used to limit the utility model.
Embodiment 1
If Fig. 1-3 shows, the utility model provides a kind of closed type plug-in type slip casting foundation pile, including foundation pile main body 1,
Foundation pile shell 2, sealing plate 4, end 5, connector 6, foundation pile inner cavity 7, grout outlet inner cavity 8, slurry outlet 9, is lived at injected hole 3
Baffle 10, shaft 11, fixing piece 12 and connecting rod 13 are moved, is provided with foundation pile shell 2, foundation pile shell 2 in foundation pile main body 1
Bottom end be provided with end 5, several grout outlet inner cavities 8 are provided on foundation pile shell 2, are provided with pulp in grout outlet inner cavity 8
Hole 9 is provided with flapper 10 on grout outlet inner cavity 8, and the side of flapper 10 is provided with shaft 11, and the side of shaft 11 is set
It is equipped with fixing piece 12, foundation pile inner cavity 7 is provided in foundation pile shell 2, connecting rod 13 is provided in foundation pile inner cavity 7, basis
The top of stake shell 2 is provided with sealing plate 4, and the top of sealing plate 4 is provided with connector 6, and the top of foundation pile main body 1 is provided with
Injected hole 3.
Flapper 10 and fixing piece 12 are hinged by shaft 11.
Several flappers 10 are connected by connecting rod 13, and are controlled by slip casting electronic electrical-mechanical.
Sealing plate 4 and connector 6 are fixedly connected with foundation pile shell 2.
Injected hole 3 uses threaded coupling hole, and end 5 uses conical design.
Grout outlet inner cavity 8 is groove design, and grout outlet inner cavity 8 passes through 10 airtight connection of flapper.
When specific work, closed type plug-in type slip casting foundation pile is inserted into underground, it is movable during being inserted into underground
Baffle 10 is closed state, after being fully inserted into, can pass through slip casting electronic electromechanics to avoid slurry outlet 9 is blocked when being inserted into underground
Gas control system opens sealing plate 4 to 90 degree vertical with foundation pile shell 2, then injects cement slurry by injected hole 3, and by pulp
Hole 9 flows out to 1 surrounding of foundation pile main body, while playing the role of sealing to foundation pile main body 1 by sealing plate 4 and connector 6.
The utility model beneficial effect achieved is: the device is a kind of closed type plug-in type slip casting foundation pile, at this
It is provided with flapper on closed type plug-in type slip casting foundation pile, can not only prevent soil plug slurry outlet, while can also play
The set strength for increasing foundation pile, ensure that the stability of foundation pile, and the utility model structure is simple, and accuracy is high, be easy to push away
Extensively.
Finally, it should be noted that the preferred embodiment of the utility model described above, it is not limited to practical
It is novel, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art,
It is still possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is carried out etc.
With replacement.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on should all include
It is within the protection scope of the utility model.
Claims (6)
1. a kind of closed type plug-in type slip casting foundation pile, including it is foundation pile main body (1), foundation pile shell (2), injected hole (3), close
Sealing plate (4), end (5), connector (6), foundation pile inner cavity (7), grout outlet inner cavity (8), slurry outlet (9), flapper (10),
Shaft (11), fixing piece (12) and connecting rod (13), which is characterized in that be provided with the basis on the foundation pile main body (1)
Stake shell (2), the bottom end of the foundation pile shell (2) is provided with the end (5), is provided on the foundation pile shell (2)
Several grout outlet inner cavities (8), the grout outlet inner cavity (8) is interior to be provided with the slurry outlet (9), the grout outlet inner cavity
(8) it is provided on the flapper (10), the side of the flapper (10) is provided with the shaft (11), the shaft
(11) side is provided with the fixing piece (12), is provided with the foundation pile inner cavity (7), institute in the foundation pile shell (2)
It states and is provided with the connecting rod (13) in foundation pile inner cavity (7), be provided with the sealing plate at the top of the foundation pile shell (2)
(4), it is provided with the connector (6) at the top of the sealing plate (4), the top of the foundation pile main body (1) is provided with described
Injected hole (3).
2. a kind of closed type plug-in type slip casting foundation pile according to claim 1, which is characterized in that the flapper
(10) and the fixing piece (12) is hinged by the shaft (11).
3. a kind of closed type plug-in type slip casting foundation pile according to claim 1, which is characterized in that several active catchs
Plate (10) is connected by connecting rod (13), and is controlled by slip casting electronic electrical-mechanical.
4. a kind of closed type plug-in type slip casting foundation pile according to claim 1, which is characterized in that the sealing plate (4)
It is fixedly connected with the foundation pile shell (2) with the connector (6).
5. a kind of closed type plug-in type slip casting foundation pile according to claim 1, which is characterized in that the injected hole (3)
Using threaded coupling hole, the end (5) uses conical design.
6. a kind of closed type plug-in type slip casting foundation pile according to claim 1, which is characterized in that the grout outlet inner cavity
It (8) is groove design, the grout outlet inner cavity (8) passes through the flapper (10) airtight connection.
Priority Applications (1)
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CN201820763159.2U CN208219657U (en) | 2018-05-21 | 2018-05-21 | A kind of closed type plug-in type slip casting foundation pile |
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CN201820763159.2U CN208219657U (en) | 2018-05-21 | 2018-05-21 | A kind of closed type plug-in type slip casting foundation pile |
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CN208219657U true CN208219657U (en) | 2018-12-11 |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109881668A (en) * | 2019-03-15 | 2019-06-14 | 中国十九冶集团有限公司 | For soft layer, banket and the foundation construction method of sandy soils |
CN110409432A (en) * | 2019-07-23 | 2019-11-05 | 吴义珑 | A kind of prestressed steel pipe of concrete guard wall |
CN110424395A (en) * | 2019-07-23 | 2019-11-08 | 山东大学 | A kind of grouting port for post grouting pile is opened and closed controllable grouting device and method |
CN111287210A (en) * | 2020-03-10 | 2020-06-16 | 北京路桥方舟交通科技发展有限公司 | Highway signboard upright post foundation structure and mounting method |
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 |
CN114960639A (en) * | 2022-06-07 | 2022-08-30 | 中国建筑第二工程局有限公司 | Grouting device for PHC pipe pile |
CN115198662A (en) * | 2022-09-16 | 2022-10-18 | 石家庄市公路桥梁建设集团有限公司 | Grouting device is used in public road bridge roof beam construction |
-
2018
- 2018-05-21 CN CN201820763159.2U patent/CN208219657U/en active Active
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109881668A (en) * | 2019-03-15 | 2019-06-14 | 中国十九冶集团有限公司 | For soft layer, banket and the foundation construction method of sandy soils |
CN110409432A (en) * | 2019-07-23 | 2019-11-05 | 吴义珑 | A kind of prestressed steel pipe of concrete guard wall |
CN110424395A (en) * | 2019-07-23 | 2019-11-08 | 山东大学 | A kind of grouting port for post grouting pile is opened and closed controllable grouting device and method |
CN110409432B (en) * | 2019-07-23 | 2021-01-15 | 上海建元工程股份有限公司 | Prestressed steel pipe pile of concrete dado |
CN111287210A (en) * | 2020-03-10 | 2020-06-16 | 北京路桥方舟交通科技发展有限公司 | Highway signboard upright post foundation structure and mounting method |
CN111287210B (en) * | 2020-03-10 | 2021-08-03 | 北京路桥方舟交通科技发展有限公司 | Highway signboard upright post foundation structure and mounting method |
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 |
CN114960639A (en) * | 2022-06-07 | 2022-08-30 | 中国建筑第二工程局有限公司 | Grouting device for PHC pipe pile |
CN115198662A (en) * | 2022-09-16 | 2022-10-18 | 石家庄市公路桥梁建设集团有限公司 | Grouting device is used in public road bridge roof beam construction |
CN115198662B (en) * | 2022-09-16 | 2022-12-23 | 石家庄市公路桥梁建设集团有限公司 | Grouting device is used in public road bridge roof beam construction |
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