CN118065437B - Building pile foundation reinforcing structure - Google Patents
Building pile foundation reinforcing structure Download PDFInfo
- Publication number
- CN118065437B CN118065437B CN202410501498.3A CN202410501498A CN118065437B CN 118065437 B CN118065437 B CN 118065437B CN 202410501498 A CN202410501498 A CN 202410501498A CN 118065437 B CN118065437 B CN 118065437B
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- pile body
- piece
- rectangular
- seat
- sides
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Links
- 230000003014 reinforcing effect Effects 0.000 title abstract description 7
- 238000001125 extrusion Methods 0.000 claims abstract description 33
- 238000007789 sealing Methods 0.000 claims abstract description 19
- 239000000463 material Substances 0.000 claims description 4
- 230000006641 stabilisation Effects 0.000 claims 5
- 238000011105 stabilization Methods 0.000 claims 5
- 239000002689 soil Substances 0.000 description 27
- 238000000034 method Methods 0.000 description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
- E02D27/14—Pile framings, i.e. piles assembled to form the substructure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/06—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against corrosion by soil or water
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to the technical field related to pile foundations, in particular to a building pile foundation reinforcing structure, which comprises a pile body, wherein a sealing element is arranged above the inner side of the pile body, the pile body is rectangular, rectangular seats are slidably arranged on the four sides of the inner side of the pile body, a sliding extrusion piece is arranged on the inner side of each rectangular seat, U-shaped pieces are fixedly arranged on the outer side edges of each rectangular seat, a cross rod is fixedly arranged in the middle of the outer side of each U-shaped piece, self-locking pieces are arranged at two ends of each cross rod, a base is arranged below the inner side of the pile body, a driving piece is arranged on the upper surface of the base and close to the middle of the base, a connecting piece is arranged at the telescopic end of the driving piece, and conical columns are arranged at the corners of the bottom of the pile body.
Description
Technical Field
The invention relates to the technical field related to pile foundations, and particularly provides a building pile foundation reinforcing structure.
Background
The deep foundation structure is composed of piles and pile caps (called caps for short) connected with the tops of the piles or the single pile foundation is composed of piles and pile foundations, called pile foundations for short. If the pile body is buried in the soil, the bottom surface of the bearing platform is contacted with the soil, the pile body is called a low bearing platform pile foundation; if the pile body upper portion is exposed to the ground and the pile cap bottom is located above the ground, the pile body is referred to as a high pile cap. Building piles are typically low pile foundations. In high-rise buildings, pile foundations are widely applied;
In the construction process of the building site, the pile foundation is in a foundation form with high bearing capacity, wide application range and long history. Along with the improvement of the production level and the development of the scientific technology, the type, the process, the design theory, the calculation method and the application range of the pile foundation are greatly developed, and the pile foundation is widely applied to projects such as high-rise buildings, ports and bridges.
Piles are force-transmitting members which transmit all or part of the load of a building to foundation soil and which have a certain stiffness and resistance to bending, and whose cross-sectional dimensions are much smaller than their length. The pile foundation consists of a plurality of piles (called pile groups) buried in the foundation and a pile table (called bearing table) which combines the pile groups to jointly work.
The pile foundation has the function of transmitting load to a soil layer with good bearing performance deeper in the ground so as to meet the requirements of bearing capacity and settlement. The pile foundation has high bearing capacity, can bear vertical load and horizontal load, can resist pull-up load and vibration load, and is the most widely applied deep foundation form. The pile foundation obviously improves the working efficiency of the house building, and lays a relatively solid foundation for the building quality in the modern construction process.
At present, in the pre-burying process of the existing pile foundation, the soil around the upper end of the pile foundation is loosened easily due to erosion of rainwater on the ground surface, so that the upper end part of the pile foundation is not stable enough, and therefore, the problems are improved.
Disclosure of Invention
The invention aims to solve the problems in the background art and provides a building pile foundation reinforcing structure.
In order to achieve the above purpose, the invention provides a building pile foundation reinforcing structure, which comprises a pile body, wherein a sealing piece is arranged above the inner side of the pile body, the pile body is rectangular, rectangular seats are slidably arranged on the four sides of the inner side of the pile body, a sliding extrusion piece is arranged on the inner side of each rectangular seat, U-shaped pieces are fixedly arranged on the outer side edges of each rectangular seat, a cross rod is fixedly arranged in the middle of the outer side of each U-shaped piece, self-locking pieces are arranged at two ends of each cross rod, a base is arranged below the inner side of the pile body, a driving piece is arranged on the upper surface of the base and close to the middle of the base, a connecting piece is arranged at the telescopic end of each driving piece, and conical columns are arranged at corners of the bottom of the pile body.
In the above scheme, further, the sealing member includes the strip of paper used for sealing of fixed mounting at the inboard upper surface of pile body, pile body inboard top is provided with the shrouding, the inboard cartridge of shrouding is outside the strip of paper used for sealing.
In the scheme, further, the sliding extrusion piece includes the extrusion plate of polylith slip in the rectangular seat is inboard, and the polylith the extrusion plate outside is the tangent plane setting, and the polylith the extrusion plate is inboard interlude jointly has the backup pad, the backup pad is connected with the auto-lock spare other end, equal fixed mounting in rectangular seat both ends inner wall has the rack, the card section of thick bamboo is all blocked to backup pad both ends inboard, two sets of the inboard rotation of card section of thick bamboo is installed the pivot, two sets of the equal cover in pivot outside is equipped with the gear, corresponds the gear meshes with the rack of corresponding position department, interlude installs the dead lever in the middle of the rectangular seat is inboard, dead lever top fixed mounting has the connecting seat.
In the above scheme, further, the self-locking piece is including the sleeve of equal fixed mounting in horizontal pole one end outside, sleeve inboard slidable mounting has the guide arm, the one end that the sleeve was kept away from to the guide arm is connected with the backup pad, the sleeve outside is provided with the clamping piece.
In the above scheme, further, the clamping piece is including all fixed mounting in the multiunit arris cover in the sleeve outside, the outer fixed L shape pole that has cup jointed in one side that is close to the backup pad of guide arm one end, L shape pole one end below fixed mounting has the cassette, the inboard looks block of arris cover with corresponding position department of cassette, the arris cover adopts rubber material to make.
In the above scheme, further, the driving piece includes the pneumatic cylinder of fixed mounting in base upper surface and being close to the centre department, the pneumatic cylinder outside cover is equipped with the cover shell, the cover shell outside just corresponds rectangular seat one side and all corresponds to be provided with the guide, the pneumatic cylinder flexible end is connected with the connecting piece.
In the above scheme, further, the guide is including the slide bar of equal fixed mounting in the cover shell outside and corresponding rectangular seat one side, slide bar outside slidable mounting has the sliding ring, the equal fixed mounting of sliding ring both sides outer wall has the diagonal bar, two the diagonal bar is kept away from sliding ring one end and is installed the installation cover jointly, the fixed suit of installation cover is in dead lever outside below department.
In the above scheme, further, the connecting piece includes the footstock of fixed mounting at the flexible end of pneumatic cylinder, the footstock inboard is interluded there is the ring, the ring outside corresponds rectangular seat position department and all rotates installs the connecting rod, the connecting rod is kept away from the inboard cutting ferrule of rotating of one end of footstock, the cutting ferrule inboard rotates installs the card axle, the card axle interlude is inboard at the connecting seat.
Compared with the prior art, the invention has the following beneficial effects:
Through all setting up the rectangle seat that can slide in stake inboard four sides and can correspond and extend to the stake body outside to let the rectangle seat can be in the inside of the not hard up soil of clamp by rainwater seepage, extrude peripheral soil, thereby ensure the firm of stake body upper end, and when the rectangle seat slides to the stake outside, under the meshing of gear and rack, the backup pad drives polylith extrusion board and removes certainly, because extrusion board one end both sides edge sets up to cut into that the tangent plane can be fine to the soil inside, adjacent soil is then packed between extrusion board and rectangle seat along with the direction that the extrusion was cut into, can promote the rectangle seat to support the tamp that presses not hard up soil more, thereby promote the firm of stake body, thereby solve because the soil that is close to earth's surface department receives seepage and lead to the loose stake body of soil to paste not firm problem inadequately.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present invention;
FIG. 2 is a schematic view showing a cut-away view of the internal structure of the pile body according to the present invention;
FIG. 3 is a schematic view of the connection structure between the hydraulic cylinder and the connecting piece according to the present invention;
FIG. 4 is a schematic view of the connection structure between the support plate and the plurality of extrusion plates according to the present invention;
FIG. 5 is a schematic view of another angular connection between a support plate and a plurality of extrusion plates in accordance with the present invention;
FIG. 6 is a schematic view of the connection structure among the hydraulic cylinder, the connecting rod and the U-shaped piece according to the invention;
FIG. 7 is a schematic diagram of the connection between the ring and the top base of the present invention;
fig. 8 is an enlarged schematic view of fig. 4 at a in accordance with the present invention.
In the figure: 1. a pile body; 2. a sealing plate; 3. a rectangular seat; 4. an extrusion plate; 5. a conical column; 6. a seal; 7. a connecting rod; 8. cutting into sections; 9. a connecting seat; 10. a base; 11. a casing; 12. a hydraulic cylinder; 13. a U-shaped member; 14. a top base; 15. a support plate; 16. a diagonal rod; 17. a slide bar; 18. a mounting sleeve; 19. a fixed rod; 20. a slip ring; 21. a gear; 22. a rack; 23. a clamping cylinder; 24. a rotating shaft; 25. a cross bar; 26. a clamping shaft; 27. a cutting sleeve; 28. a circular ring; 29. a guide rod; 30. a prism sleeve; 31. a sleeve; 32. a clamping seat; 33. an L-shaped rod.
Detailed Description
In order that the above-recited objects, features and advantages of the present invention will be more clearly understood, a more particular description of the invention will be rendered by reference to the appended drawings and appended detailed description.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be practiced in other ways than as described herein, and therefore the present invention is not limited to the specific embodiments disclosed below.
1-8, A building pile foundation reinforcing structure comprises a pile body 1, wherein a sealing piece is arranged above the inner side of the pile body 1, the pile body 1 is rectangular, a rectangular seat 3 is slidably arranged on all four sides of the interior, a sliding extrusion piece is arranged on the inner side of the rectangular seat 3, a U-shaped piece 13 is fixedly arranged on the outer side edge of the rectangular seat 3, a cross rod 25 is fixedly arranged in the middle of the outer side of the U-shaped piece 13, self-locking pieces are arranged at two ends of the cross rod 25, a base 10 is arranged below the inner side of the pile body 1, a driving piece is arranged on the upper surface of the base 10 and close to the middle, and a connecting piece is arranged at the telescopic end of the driving piece;
Conical columns 5 are arranged at corners of the bottom of the pile body 1;
When the pile body 1 is pre-buried, the pile body 1 can be pricked into the bottom of soil through the conical column 5 at the bottom, so that the stability of the bottom of the pile body 1 is assisted to be lifted, the flatness of the pile body 1 can be positioned when the pile body 1 is pre-buried, and the root of the conical column 5 is buried into the deep layer of the bottom of the soil through external equipment.
The sealing element comprises a sealing strip 6 fixedly arranged on the upper surface of the inner side of the pile body 1, a sealing plate 2 is arranged above the inner side of the pile body 1, and the inner side of the sealing plate 2 is clamped outside the sealing strip 6;
The seal 6 is arranged between the sealing plate 2 and the pile body 1 to block the infiltrated rainwater, so that the inner cavity of the pile body 1 is not corroded by water.
The sliding extrusion piece comprises a plurality of extrusion plates 4 sliding on the inner sides of the rectangular base 3, the outer sides of the extrusion plates 4 are arranged in a tangent plane 8, the inner sides of the extrusion plates 4 are jointly penetrated with a supporting plate 15, the supporting plate 15 is connected with the other end of the self-locking piece, the inner walls of the two ends of the rectangular base 3 are fixedly provided with racks 22, the inner sides of the two ends of the supporting plate 15 are respectively provided with a clamping cylinder 23, the inner sides of the two groups of clamping cylinders 23 are respectively provided with a rotating shaft 24 in a rotating way, the outer sides of the two groups of rotating shafts 24 are respectively sheathed with a gear 21, the corresponding gears 21 are meshed with the racks 22 at the corresponding positions, the middle of the inner sides of the rectangular base 3 is penetrated with a fixing rod 19, and the top end of the fixing rod 19 is fixedly provided with a connecting base 9;
When the rectangular seat 3 slides to the outer side of the pile body 1, under the meshing of the gear 21 and the rack 22, the supporting plate 15 drives the extrusion plates 4 to move automatically, as the edges at two sides of one end of the extrusion plate 4 are arranged to be cut into the soil well by the cutting surface 8, adjacent soil is filled between the extrusion plate 4 and the rectangular seat 3 along with the extrusion cutting direction, so that the rectangular seat 3 is pressed against the loose soil to be tamped more, and the stability of the pile body 1 is improved;
the self-locking part comprises a sleeve 31 fixedly arranged at the outer side of one end of the cross rod 25, a guide rod 29 is slidably arranged in the sleeve 31, one end, far away from the sleeve 31, of the guide rod 29 is connected with the supporting plate 15, and a clamping part is arranged at the outer side of the sleeve 31;
the guide rod 29 can slide on the inner side of the sleeve 31, so that stability of the supporting plate 15 in the pushing process is improved, and the plurality of groups of extrusion plates 4 at the front end can be better pressed inside loose soil to extrude the loose soil.
The clamping piece comprises a plurality of groups of rib sleeves 30 which are fixedly arranged on the outer side of the sleeve 31, an L-shaped rod 33 is fixedly sleeved on the outer side of one end of the guide rod 29, which is close to the supporting plate 15, a clamping seat 32 is fixedly arranged below one end of the L-shaped rod 33, the inner side of the clamping seat 32 is clamped with the outer side of the rib sleeve 30 at the corresponding position, and the rib sleeve 30 is made of rubber materials;
When the guide rod 29 slides outside the sleeve 31, the corresponding L-shaped rod 33 drives the clamping seat 32 at the lower end to slide outside the prism sleeves 30, the groove at the inner side of the clamping seat 32 can be clamped at the outer side of the prism sleeves 30 or between two adjacent prism sleeves 30, the prism sleeves 30 are made of rubber materials, the clamping seat 32 can be matched to move, and meanwhile, the clamping seat can be positioned in time, and the supporting plate 15 of the clamping seat can be clamped.
The driving piece comprises a hydraulic cylinder 12 fixedly mounted on the upper surface of the base 10 and close to the middle, a casing 11 is sleeved on the outer side of the hydraulic cylinder 12, guide pieces are correspondingly arranged on the outer side of the casing 11 and the side corresponding to the rectangular base 3, and the telescopic end of the hydraulic cylinder 12 is connected with the connecting piece.
The shell 11 can be used by installing an outer guide piece on the outer side of the hydraulic cylinder 12, and the hydraulic cylinder 12 can drive the four-sided rectangular seat 3 to synchronously stretch and retract.
The guide piece comprises slide bars 17 which are fixedly arranged on the outer side of the casing 11 and correspond to one surface of the rectangular seat 3, a slide ring 20 is slidingly arranged on the outer side of the slide bars 17, inclined bars 16 are fixedly arranged on the outer walls of the two sides of the slide ring 20, a mounting sleeve 18 is jointly arranged at one end, far away from the slide ring 20, of each inclined bar 16, and the mounting sleeve 18 is fixedly sleeved at the position below the outer side of the fixing rod 19;
When the rectangular seat 3 receives the extrusion force of the hydraulic cylinder 12, the inclined rod 16 and the sliding ring 20 on the outer side can slide on the outer side of the sliding rod 17, so that the rectangular seat 3 can stretch and move in the horizontal direction to achieve the purpose of extruding soil, and the upper side of the pile body 1 can be propped against surrounding soil.
The connecting piece includes fixed mounting at the footstock 14 of the flexible end of pneumatic cylinder 12, and the footstock 14 inboard alternates there is ring 28, and the connecting rod 7 is all installed in the rotation of the corresponding rectangular seat 3 position department in ring 28 outside, and the cutting ferrule 27 is installed in the rotation of the inboard one end that the connecting rod 7 kept away from footstock 14, and the clamping ferrule 27 inboard rotates installs the card axle 26, and the card axle 26 alternates in the connecting seat 9 inboard.
The ring 28 on the inner side of the top seat 14 can be matched with the connecting rod 7 to rotate, so that the connecting rod 7 can drive the lower end connecting seat 9 and the clamping sleeve 27 to move, and the effect that the rectangular seat 3 extends to the outside of the pile body 1 is achieved.
Working principle: when the pile body 1 is used, the telescopic driving of the hydraulic cylinder 12 drives the footstock 14 to drive the connecting rod 7 at the corresponding position to move, and then under the horizontal guidance of the slip ring 20 and the sliding rod 17, the rectangular seat 3 is driven to extend out of the pile body 1, and then the soil loosened by rainwater seepage is extruded, the soil around the upper side of the pile body 1 is extruded, so that the stability of the upper end of the pile body 1 is ensured, and when the rectangular seat 3 slides to the outer side of the pile body 1, under the meshing of the gear 21 and the rack 22, the supporting plate 15 drives the plurality of extrusion plates 4 to automatically move, as the edges at two sides of one end of the extrusion plates 4 are arranged to be cut into the soil well, adjacent soil is filled between the extrusion plates 4 and the rectangular seat 3 along with the extrusion cutting direction, the rectangular seat 3 is driven to resist the loosening soil to be compacted, and the stability of the pile body 1 is improved, and the pile body 1 is reinforced, and the soil close to the ground surface is tightly attached.
In the foregoing, for the purpose of making the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is apparent that the described embodiments are some embodiments of the present invention, but not all embodiments of the present invention. The components of the embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Claims (5)
1. Building pile foundation stabilization structure, including pile body (1), its characterized in that: the pile comprises a pile body (1), wherein a sealing piece is arranged above the inner side of the pile body (1), the pile body (1) is rectangular, four sides of the interior of the pile body are respectively provided with a rectangular seat (3), the inner side of the rectangular seat (3) is provided with a sliding extrusion piece, the outer side edge of the rectangular seat (3) is respectively fixedly provided with a U-shaped piece (13), the middle of the outer side of the U-shaped piece (13) is fixedly provided with a cross rod (25), two ends of the cross rod (25) are respectively provided with a self-locking piece, the lower part of the inner side of the pile body (1) is provided with a base (10), the upper surface of the base (10) is provided with a driving piece close to the middle, the telescopic end of the driving piece is provided with a connecting piece, and the corner of the bottom of the pile body (1) is provided with a conical column (5).
The sliding extrusion piece comprises a plurality of extrusion plates (4) which slide on the inner sides of rectangular bases (3), wherein the outer sides of the extrusion plates (4) are provided with tangent planes (8), the inner sides of the extrusion plates (4) are jointly penetrated with support plates (15), the support plates (15) are connected with the other ends of the self-locking pieces, racks (22) are fixedly arranged on the inner walls of the two ends of the rectangular bases (3), clamping cylinders (23) are clamped on the inner sides of the two ends of the support plates (15), rotating shafts (24) are rotatably arranged on the inner sides of the two groups of the clamping cylinders (23), gears (21) are sleeved on the outer sides of the two groups of the rotating shafts (24), the corresponding gears (21) are meshed with the racks (22) at the corresponding positions, fixing rods (19) are penetrated in the middle of the inner sides of the rectangular bases (3), and connecting bases (9) are fixedly arranged on the tops of the fixing rods (19).
The self-locking piece comprises sleeves (31) which are fixedly arranged at the outer side of one end of the cross rod (25), guide rods (29) are slidably arranged in the sleeves (31), one ends, far away from the sleeves (31), of the guide rods (29) are connected with the supporting plate (15), and clamping pieces are arranged at the outer sides of the sleeves (31);
The clamping piece comprises a plurality of groups of rib sleeves (30) which are fixedly arranged on the outer side of the sleeve (31), an L-shaped rod (33) is fixedly sleeved on one end of the guide rod (29) and the outer portion of one side, which is close to the supporting plate (15), of the guide rod, a clamping seat (32) is fixedly arranged below one end of the L-shaped rod (33), the inner side of the clamping seat (32) is clamped with the outer portion of the rib sleeve (30) at the corresponding position, and the rib sleeve (30) is made of rubber materials.
2. A building pile foundation stabilization structure according to claim 1, wherein: the sealing element comprises a sealing strip (6) fixedly arranged on the upper surface of the inner side of the pile body (1), a sealing plate (2) is arranged above the inner side of the pile body (1), and the inner side of the sealing plate (2) is clamped outside the sealing strip (6).
3. A building pile foundation stabilization structure according to claim 1, wherein: the driving piece comprises a hydraulic cylinder (12) fixedly installed on the upper surface of the base (10) and close to the middle, a casing (11) is sleeved on the outer side of the hydraulic cylinder (12), guide pieces are correspondingly arranged on the outer side of the casing (11) and correspond to one side of the rectangular base (3), and the telescopic end of the hydraulic cylinder (12) is connected with the connecting piece.
4. A building pile foundation stabilization structure according to claim 3, wherein: the guide piece comprises sliding rods (17) which are fixedly arranged on the outer side of the casing (11) and correspond to one side of the rectangular base (3), sliding rings (20) are slidably arranged on the outer sides of the sliding rods (17), inclined rods (16) are fixedly arranged on the outer walls of the two sides of the sliding rings (20), mounting sleeves (18) are jointly arranged on one ends, far away from the sliding rings (20), of the inclined rods (16), and the mounting sleeves (18) are fixedly sleeved on the outer sides of the fixing rods (19) at the lower positions.
5. A building pile foundation stabilization structure according to claim 3, wherein: the connecting piece includes footstock (14) of fixed mounting at the flexible end of pneumatic cylinder (12), footstock (14) inboard is interluded and is had ring (28), connecting rod (7) are all installed in the rotation of ring (28) outside corresponding rectangular seat (3) position department, connecting rod (7) are kept away from the inboard cutting ferrule (27) of installing of one end rotation of footstock (14), cutting ferrule (27) inboard is rotated and is installed clamping axle (26), clamping axle (26) are interluded in connecting seat (9) inboard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410501498.3A CN118065437B (en) | 2024-04-25 | 2024-04-25 | Building pile foundation reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202410501498.3A CN118065437B (en) | 2024-04-25 | 2024-04-25 | Building pile foundation reinforcing structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN118065437A CN118065437A (en) | 2024-05-24 |
| CN118065437B true CN118065437B (en) | 2024-08-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202410501498.3A Active CN118065437B (en) | 2024-04-25 | 2024-04-25 | Building pile foundation reinforcing structure |
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| CN (1) | CN118065437B (en) |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN217580252U (en) * | 2022-07-18 | 2022-10-14 | 丽水浩诚建设有限公司 | Underground pile foundation structure |
| CN217710805U (en) * | 2022-05-11 | 2022-11-01 | 中交一公局集团有限公司 | Pile foundation structure suitable for soft soil layer |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20220111951A (en) * | 2021-02-03 | 2022-08-10 | 지평토건(주) | Soil-Conjugated Pile |
| CN217758747U (en) * | 2022-06-24 | 2022-11-08 | 广东广强基础工程有限公司 | Energy-saving combined pile for building foundation engineering |
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2024
- 2024-04-25 CN CN202410501498.3A patent/CN118065437B/en active Active
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN217710805U (en) * | 2022-05-11 | 2022-11-01 | 中交一公局集团有限公司 | Pile foundation structure suitable for soft soil layer |
| CN217580252U (en) * | 2022-07-18 | 2022-10-14 | 丽水浩诚建设有限公司 | Underground pile foundation structure |
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| Publication number | Publication date |
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| CN118065437A (en) | 2024-05-24 |
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