CN219671326U - Anti-floating pile composite foundation - Google Patents
Anti-floating pile composite foundation Download PDFInfo
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- CN219671326U CN219671326U CN202321141703.7U CN202321141703U CN219671326U CN 219671326 U CN219671326 U CN 219671326U CN 202321141703 U CN202321141703 U CN 202321141703U CN 219671326 U CN219671326 U CN 219671326U
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- pile
- foundation frame
- floating
- foundation
- sleeve
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- 239000002131 composite material Substances 0.000 title claims abstract description 20
- 239000007787 solid Substances 0.000 claims description 13
- 210000001503 joint Anatomy 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the technical field of anti-floating pile equipment, in particular to an anti-floating pile composite foundation, which comprises a first foundation frame, a center sleeve and a fixed pile sleeve, wherein an anti-floating pile body is sleeved in the fixed pile sleeve, filling concrete is arranged between the first foundation frame and the fixed pile sleeve and between the fixed pile sleeve and the anti-floating pile body, a connecting cross column is arranged on the side face of the first foundation frame, and a second foundation frame is arranged at one end of the connecting cross column. According to the utility model, through the first foundation frame, the center sleeve, the pile fixing sleeve, the anti-floating pile body, the filling concrete, the inner groove, the limiting seat and the second filling groove, the connection tightness between the pile fixing sleeve and the first foundation frame can be effectively improved.
Description
Technical Field
The utility model relates to the technical field of anti-floating pile equipment, in particular to an anti-floating pile composite foundation.
Background
The anti-floating pile belongs to an anti-floating pile, a pile body bears tension, the stress of a common anti-floating pile is transferred from the pile top to the pile bottom, the stress of the pile body changes along with the change of the groundwater level, the anti-floating pile is a generic name of various piles for resisting the upward displacement of a building, the anti-floating pile is different from a common foundation pile, and the anti-floating pile has own unique performance and is an anti-floating pile.
For example, patent document CN 104153402A discloses an anti-floating pile composite foundation, which comprises an anti-floating plate, a plurality of anti-floating piles mounted on the anti-floating plate, and a cushion layer laid on the lower surface of the anti-floating plate. When the anti-floating pile composite foundation is constructed, an anti-floating pile is firstly formed, an anchoring section with a certain length is reserved, then a cushion layer is paved, finally an anti-floating plate is formed by pouring, and meanwhile, the reserved anchoring section of the anti-floating pile is anchored in the anti-floating plate, so that the combined action of the anti-floating pile and the anti-floating plate is realized. According to the anti-floating pile composite foundation, the vertical high-strength bearing capacity of the anti-floating pile is fully utilized, the composite foundation is formed together with soil between piles, the bearing capacity and deformation resistance of the natural foundation are improved, deformation and settlement of the foundation are controlled, and the vertical bearing capacity is improved while the anti-floating pile anti-floating problem is solved.
However, in the practical use process of the structure, the connection tightness between the equipment foundation and the anti-floating pile cannot be guaranteed, the problem that cracks can occur at the joint of the anti-floating pile and the foundation is solved, meanwhile, the equipment cannot perform stable butt joint operation on the adjacent anti-floating pile foundation, and daily use requirements cannot be met, so that the design of the anti-floating pile composite foundation is needed to solve the problems.
Disclosure of Invention
The utility model aims to provide an anti-floating pile composite foundation, so as to solve the problems that in the prior art, the connection tightness between an equipment foundation and an anti-floating pile cannot be ensured in the actual use process, the connection between the anti-floating pile and the foundation is loose, and the safety shoe is influenced by cracks finally, and meanwhile, the equipment cannot perform stable butt joint operation on the adjacent anti-floating pile foundation and cannot meet the daily use requirement.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the anti-floating pile composite foundation comprises a first foundation frame, a center sleeve is arranged at the center of the inner portion of the first foundation frame, a pile fixing sleeve is sleeved in the center sleeve, an anti-floating pile body is sleeved in the pile fixing sleeve, filling concrete is arranged between the first foundation frame and the pile fixing sleeve and between the pile fixing sleeve and the anti-floating pile body, a connecting cross column is arranged on the side face of the first foundation frame, a second foundation frame is arranged at one end of the connecting cross column, and a ground attaching seat is fixedly connected to the bottom of the connecting cross column.
Preferably, the two ends of the connecting cross column are fixedly connected with the connecting seat, and a first filling groove is formed in the surface of the connecting seat.
Preferably, the four sides of the side surface of the first foundation frame are provided with connecting grooves, and the connecting grooves are matched with the connecting seats.
Preferably, the bottom fixedly connected with base of first foundation frame, the bottom fixedly connected with of base buries the solid seat.
Preferably, the inner and outer surfaces of the center sleeve are provided with inner grooves, and four sides of the side surface of the center sleeve are provided with limit grooves.
Preferably, four sides of the bottom end of the pile fixing sleeve are fixedly connected with limiting seats, and a second filling groove is formed in the surface of each limiting seat.
Compared with the prior art, the utility model has the beneficial effects that:
this anti-floating pile composite foundation, through the first foundation frame that sets up, the center cover, solid pile cover, anti-floating pile body, fill concrete, the indent, the spacing groove, spacing seat and second are filled up the groove, can effectually improve the connection tightness between solid pile cover and the first foundation frame, in actual use, the staff at first penetrates the operation with solid pile cover and anti-floating pile body whole from the bottom of first foundation frame, then solid pile cover stable grafting is advanced the inside of center cover, carry out the adaptation between the center cover, only need at this moment with all spacing seats of solid pile cover bottom are spacing at the inside of the spacing groove that center cover side four sides were seted up, can accomplish spacing fixedly, later fill filled up filled concrete to between first foundation frame and the center cover, fill up the 1 inside and outside 4 departments of first foundation frame through filled up concrete, can carry out more firm spacing operation after the second filled up concrete of spacing seat, simultaneously, fill up filled concrete to the inside of solid pile cover, make it carry out the second stability of solid pile cover to solid pile cover, thereby the whole equipment of the utility model has been realized, thereby the practicality is realized.
This anti-floating pile composite foundation, through the connection diaphragm that sets up, the second foundation frame, paste ground seat, the connecting seat, first filling tank, the spread groove, the base with bury the solid seat, further improve the holistic result of use of equipment, in daily use, the staff can carry out the butt joint operation with the connecting groove department of first foundation frame and second foundation frame side four sides respectively through the connecting seat at both ends with the connection diaphragm, thereby make the connection diaphragm carry out the connection of suitability with first foundation frame and second foundation frame, follow-up when first foundation frame and the inside filling concrete of center cover, the fixed operation is carried out to the first filling tank department of connecting seat to the filling concrete, afterwards, paste ground seat through the connection diaphragm bottom is being cooperated the base of first foundation frame and second foundation frame bottom and is buried the solid seat, guarantee adjacent firm stake cover and anti-floating pile body's zonulae occludens, the comprehensiveness of equipment design has been embodied.
Drawings
FIG. 1 is a schematic perspective view of the structure of the present utility model;
FIG. 2 is a schematic view of a first foundation frame structure according to the present utility model;
FIG. 3 is an overall schematic view of the pile cover structure of the present utility model;
fig. 4 is an overall schematic view of the connecting cross-post structure of the present utility model.
In the figure: 1. a first foundation frame; 2. a center sleeve; 3. fixing the pile sleeve; 4. an anti-floating pile body; 5. filling concrete; 6. connecting a transverse column; 7. a second foundation frame; 8. a ground pasting seat; 9. a connecting seat; 10. a first filling groove; 11. a connecting groove; 12. a base; 13. burying a fixed seat; 14. an inner groove; 15. a limit groove; 16. a limit seat; 17. and a second filling groove.
Description of the embodiments
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, an embodiment of the present utility model is provided:
the anti-floating pile composite foundation comprises a first foundation frame 1, a center sleeve 2 is arranged at the center of the inside of the first foundation frame 1, a pile fixing sleeve 3 is sleeved in the center sleeve 2, an anti-floating pile body 4 is sleeved in the pile fixing sleeve 3, filling concrete 5 is arranged between the first foundation frame 1 and the pile fixing sleeve 3 and between the pile fixing sleeve 3 and the anti-floating pile body 4, a base 12 is fixedly connected to the bottom of the first foundation frame 1, a buried fixing seat 13 is fixedly connected to the bottom end of the base 12, an inner groove 14 is formed in the inner surface and the outer surface of the center sleeve 2, limit grooves 15 are formed in the four sides of the side surface of the center sleeve 2, limit seats 16 are fixedly connected to the four sides of the bottom end of the pile fixing sleeve 3, a second filling groove 17 is formed in the surface of the limit seats 16, all limit seats 16 at the bottom of the pile fixing sleeve 3 are limited in the four sides of the center sleeve 2, limit fixing can be completed, filling concrete 5 is filled between the first foundation frame 1 and the center sleeve 2, the limit seats are fixedly filled with the second limit seats 17 through the filling concrete 5, and the limit seats 17 can be firmly filled in the limit seats 5.
Connect the diaphragm 6, the side of first foundation frame 1 is provided with connects diaphragm 6, the one end of connecting diaphragm 6 is provided with second foundation frame 7, the bottom fixedly connected with of connecting diaphragm 6 pastes ground seat 8, the both ends fixed connection and the connecting seat 9 of connecting diaphragm 6, first solid groove 10 has been seted up on the surface of connecting seat 9, spread groove 11 has been seted up to the four sides of first foundation frame 1 side, the looks adaptation between spread groove 11 and the connecting seat 9, will connect diaphragm 6 and carry out the butt joint operation through the connecting seat 9 at both ends respectively with the spread groove 11 department of first foundation frame 1 and second foundation frame 7 side four sides, thereby make connect diaphragm 6 with first foundation frame 1 and second foundation frame 7 carry out the connection of suitability.
Working principle: when in use, a user firstly penetrates the pile fixing sleeve 3 and the anti-floating pile body 4 integrally from the bottom of the first foundation frame 1, then the pile fixing sleeve 3 is stably inserted into the center sleeve 2 and is matched with the center sleeve 2, at the moment, limit fixing can be completed only by limiting all limit seats 16 at the bottom of the pile fixing sleeve 3 in limit grooves 15 formed in four sides of the side surface of the center sleeve 2, filling concrete 5 between the first foundation frame 1 and the center sleeve 2 is firstly filled, the inner and outer 4 parts of the first foundation frame 1 are fixed through the filling concrete 5, after filling the filling concrete 5 in the second filling grooves 17 of the limit seats 16, more firm limit operation can be carried out, meanwhile, filling concrete 5 is filled into the inner part of the pile fixing sleeve 3, so that the anti-floating pile body 4 in the pile fixing sleeve 3 is secondarily and firmly operated, therefore, the whole firmness of the equipment is effectively improved, in the daily use process, a worker can respectively carry out butt joint operation on the connecting cross columns 6 and the connecting grooves 11 on four sides of the side surfaces of the first foundation frame 1 and the second foundation frame 7 through the connecting seats 9 at two ends, so that the connecting cross columns 6 carry out adaptive connection on the first foundation frame 1 and the second foundation frame 7, and then when filling concrete 5 is injected into the first foundation frame 1 and the central sleeve 2, the filling concrete 5 can carry out fixing operation on the first filling groove 10 of the connecting seats 9, and then the ground attaching seats 8 at the bottoms of the connecting cross columns 6 are matched with the bases 12 and the embedded seats 13 at the bottoms of the first foundation frame 1 and the second foundation frame 7, so that the tight connection between the adjacent pile fixing sleeves 3 and the anti-floating pile body 4 is ensured.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. Anti-floating pile composite foundation, including first foundation frame (1), its characterized in that: the anti-floating pile is characterized in that a center sleeve (2) is arranged in the center of the first foundation frame (1), a pile fixing sleeve (3) is sleeved in the center sleeve (2), an anti-floating pile body (4) is sleeved in the pile fixing sleeve (3), filling concrete (5) is arranged between the first foundation frame (1) and the pile fixing sleeve (3) and between the pile fixing sleeve (3) and the anti-floating pile body (4), a connecting transverse column (6) is arranged on the side face of the first foundation frame (1), a second foundation frame (7) is arranged at one end of the connecting transverse column (6), and a ground attaching seat (8) is fixedly connected to the bottom of the connecting transverse column (6).
2. The anti-floating pile composite foundation according to claim 1, wherein: the two ends of the connecting cross column (6) are fixedly connected with the connecting seat (9), and a first filling groove (10) is formed in the surface of the connecting seat (9).
3. The anti-floating pile composite foundation according to claim 2, wherein: the four sides of the side face of the first foundation frame (1) are provided with connecting grooves (11), and the connecting grooves (11) are matched with the connecting seats (9).
4. The anti-floating pile composite foundation according to claim 1, wherein: the bottom fixedly connected with base (12) of first foundation frame (1), the bottom fixedly connected with of base (12) buries solid seat (13).
5. The anti-floating pile composite foundation according to claim 1, wherein: the inner surface and the outer surface of the center sleeve (2) are respectively provided with an inner groove (14), and four sides of the side surface of the center sleeve (2) are provided with limit grooves (15).
6. The anti-floating pile composite foundation according to claim 1, wherein: four sides of the bottom end of the pile fixing sleeve (3) are fixedly connected with limiting seats (16), and a second filling groove (17) is formed in the surface of each limiting seat (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321141703.7U CN219671326U (en) | 2023-05-12 | 2023-05-12 | Anti-floating pile composite foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321141703.7U CN219671326U (en) | 2023-05-12 | 2023-05-12 | Anti-floating pile composite foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219671326U true CN219671326U (en) | 2023-09-12 |
Family
ID=87891927
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321141703.7U Active CN219671326U (en) | 2023-05-12 | 2023-05-12 | Anti-floating pile composite foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219671326U (en) |
-
2023
- 2023-05-12 CN CN202321141703.7U patent/CN219671326U/en active Active
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