CN220565211U - Shock attenuation foundation pile - Google Patents
Shock attenuation foundation pile Download PDFInfo
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- CN220565211U CN220565211U CN202322247046.0U CN202322247046U CN220565211U CN 220565211 U CN220565211 U CN 220565211U CN 202322247046 U CN202322247046 U CN 202322247046U CN 220565211 U CN220565211 U CN 220565211U
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- 230000035939 shock Effects 0.000 title claims abstract description 17
- 238000013016 damping Methods 0.000 claims abstract description 42
- 238000000034 method Methods 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 11
- 210000001503 joint Anatomy 0.000 abstract description 2
- 230000003139 buffering effect Effects 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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- 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
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Abstract
The utility model belongs to the field of damping foundation piles, in particular to a damping foundation pile which comprises a pile column, wherein a pile foundation is arranged at the top end of the pile column; the bottom end of the pile foundation is provided with a cushioning component; the damping component comprises a circular connecting plate, wherein the bottom ends of the two groups of circular connecting plates are fixedly connected with the inner wall of the bottom end of the square connecting block, the top ends of the two groups of circular connecting plates are fixedly connected with the bottom ends of damping springs, the top ends of the two groups of damping springs are fixedly connected with the bottom ends of the first connecting plates, and the top ends of the two groups of first connecting plates are in butt joint with the bottom ends of pile foundations; through the structural design of bradyseism subassembly, realized the function to stake bradyseism, solved when the pile foundation receives vertical impact force, then by the pile foundation with the power transport pile column above, can make the buffering between the two through the bradyseism subassembly, and then make the problem that has the shock attenuation effect of preferred between the two.
Description
Technical Field
The utility model relates to the field of damping foundation piles, in particular to a damping foundation pile.
Background
The foundation pile, also called foundation pile, is a long column-shaped member used for supporting a structure and transmitting load to a foundation in building foundation engineering, and the pile foundation is a common form of building foundation, has the advantages of high bearing capacity, small settlement, shock absorption, earthquake resistance and the like, can also solve the bearing capacity of special foundation soil, has low construction noise, and is suitable for urban transformation and densely populated areas.
The utility model provides a current shock attenuation foundation pile specifically can refer to the chinese utility model patent of application number as CN202121543988.8, its specifically discloses a shock attenuation foundation pile for construction, which comprises a base, be provided with upper end open-ended stake chamber in the base, be provided with the stake in the stake chamber, be provided with second damping spring between the lower extreme of stake and the inside bottom surface of stake chamber, the lateral wall of stake is provided with evenly distributed's a plurality of shock attenuation fixed column structure, has seted up on the inside wall of base with shock attenuation fixed column structure one-to-one and the jack that the cooperation is connected, can realize the stake in the shock attenuation of the upper and lower direction of stake intracavity and horizontal direction through the cooperation of shock attenuation fixed column structure and second damping spring, and first damping spring and second damping spring cooperate to realize the elasticity compress tightly fixedly to the stake to can guarantee the stability of ordinary state stake body, the installation of the stake of being convenient for of direction spout.
In the prior art, a foundation pile is mostly composed of a pile foundation and a pile column, the pile foundation and the pile column are mostly connected through screws, the pile foundation and the pile column are integrated through screw connection, when the pile foundation is subjected to acting force in the vertical direction, the pile foundation can be directly acted on the pile foundation, so that the pile foundation is damaged, the damping effect is poor, and the pile column is easy to vibrate violently in the process of being stressed; accordingly, a shock absorbing foundation pile is proposed for the above problems.
Disclosure of Invention
In order to make up the deficiency of the prior art, the foundation pile in the prior art is mostly composed of a pile foundation and a pile column, and the pile foundation and the pile column are mostly connected through screws, so that the pile foundation and the pile column are integrated through screw connection, when the pile foundation is subjected to acting force in the vertical direction, the pile foundation can be directly acted on the pile foundation, the pile foundation is damaged, the cushioning effect is poor, and the problem that the pile column is subjected to severe vibration in the process of being stressed is easily caused.
The technical scheme adopted for solving the technical problems is as follows: the utility model relates to a damping foundation pile which comprises a pile, wherein a pile foundation is arranged at the top end of the pile; the bottom end of the pile foundation is provided with a cushioning component;
the damping component comprises round connecting plates, two groups of the bottom ends of the round connecting plates are fixedly connected with the inner wall of the bottom end of the square connecting block, two groups of the top ends of the round connecting plates are fixedly connected with the bottom ends of damping springs, two groups of the top ends of the damping springs are fixedly connected with the bottom ends of the first connecting plates, two groups of the top ends of the first connecting plates are in butt joint with the bottom ends of pile foundations, the bottom ends of the first connecting plates are fixedly connected with the top ends of the rubber blocks, and the top ends of the piles are provided with connecting components.
Preferably, the connecting assembly comprises a first sliding block, square sleeves are sleeved outside the two groups of the first sliding blocks, the two groups of the first sliding blocks are fixedly connected with one end of a first spring, the other end of the two groups of the first springs are fixedly connected with the inner wall of the square sleeve, and the two groups of the first sliding blocks are fixedly connected with a first clamping block.
Preferably, the outside of two sets of the rubber blocks is all overlapped and is equipped with damping spring, two sets of the bottom of rubber block and hydraulic damper's top fixed connection, two sets of hydraulic damper's bottom and circular connecting plate's top fixed connection.
Preferably, the inside top of two sets of square sleeve all with the top fixed connection of magnet connecting block, two sets of the bottom of magnet connecting block all with the top fixed connection of first magnet.
Preferably, the surface of the pile is provided with anti-skid patterns, the pile is fixedly connected with the limiting blocks, and the bottom ends of the two groups of limiting blocks are fixedly connected with the top ends of the conical blocks.
Preferably, the two groups of first sliding blocks are both in sliding connection with the first sliding grooves, the two groups of first sliding grooves are both formed in the square connecting blocks, and the bottom ends of the two groups of square connecting blocks are fixedly connected with the top ends of the piles.
The utility model has the advantages that:
1. according to the utility model, through the structural design of the damping component, the function of damping the pile column is realized, the problem that the damping component can buffer the pile column and the pile column when the pile foundation receives vertical impact force, and the damping component can buffer the pile column and the pile column, so that a better damping effect is achieved between the pile column and the pile column, and the stability of damping the foundation pile is improved;
2. according to the utility model, through the structural design of the connecting component, the function of connecting the pile foundation and the pile column is realized, the problem that the pile foundation and the pile column are connected through screws mostly in the connection mode, the damping effect of the foundation pile is poor, and the problem that time is consumed in the process of installing and dismantling the pile foundation and the pile column is relatively low is solved, and the convenience of connecting the foundation pile is improved.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic overall perspective view of the present utility model;
FIG. 2 is a schematic view of a first partial perspective view of the present utility model;
FIG. 3 is a schematic view of a second partial perspective view of the present utility model;
FIG. 4 is an enlarged schematic view of the structure of FIG. 3A according to the present utility model;
FIG. 5 is a schematic view of a third partial perspective view of the present utility model;
fig. 6 is an enlarged view of fig. 5B according to the present utility model.
In the figure: 1. pile columns; 2. pile foundation; 40. anti-skid lines; 41. a limiting block; 42. a conical block; 43. a circular connecting plate; 44. a damping spring; 45. a rubber block; 46. a first connection plate; 47. a hydraulic damper; 60. square connecting block; 61. a first chute; 62. a first slider; 63. a square sleeve; 64. a first engagement block; 65. a first spring; 66. a magnet connecting block; 67. a first magnet.
Detailed Description
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. 1-6, a damping foundation pile comprises a pile 1, wherein a pile foundation 2 is arranged at the top end of the pile 1; the bottom end of the pile foundation 2 is provided with a cushioning component;
the cushioning assembly comprises circular connecting plates 43, the bottom ends of the two groups of circular connecting plates 43 are glued with the inner walls of the bottom ends of the square connecting blocks 60, the top ends of the two groups of circular connecting plates 43 are glued with the bottom ends of the damping springs 44, the top ends of the two groups of damping springs 44 are glued with the bottom ends of the first connecting plates 46, the top ends of the two groups of first connecting plates 46 are abutted with the bottom ends of pile foundations 2, the bottom ends of the two groups of first connecting plates 46 are glued with the top ends of the rubber blocks 45, and the top ends of the piles 1 are provided with connecting assemblies;
during operation, place pile 1 in the position that needs the installation, then apply the external force of vertical direction to pile foundation 2's top, then make pile foundation 2 slide downwards in square connecting block 60's inside, pile foundation 2's bottom and the top butt of first connecting plate 46, then make pile foundation 2 extrude first connecting plate 46 downwards, then make first connecting plate 46 extrude damping spring 44 downwards, first connecting plate 46 and rubber piece 45 fixed connection, then drive rubber piece 45 downstream, through damping spring 44 and rubber piece 45's cooperation, the effect of cushioning is played to external force that can be fine.
Further, the connecting assembly comprises first sliding blocks 62, square sleeves 63 are sleeved outside the two groups of first sliding blocks 62, the two groups of first sliding blocks 62 are glued together with one end of a first spring 65, the other ends of the two groups of first springs 65 are glued together with the inner wall of the square sleeves 63, and the two groups of first sliding blocks 62 are glued together with a first clamping block 64;
during operation, when the pile foundation 2 is installed and connected with the pile 1, the first sliding block 62 is pushed, so that the first sliding block 62 contracts towards the inside of the square sleeve 63, then the first sliding block 62 extrudes the first spring 65, the first sliding block 62 is fixedly connected with the first clamping block 64, and then the first clamping block 64 is driven to move in the square sleeve 63.
Further, the outer parts of the two groups of rubber blocks 45 are sleeved with damping springs 44, the bottom ends of the two groups of rubber blocks 45 are glued with the top ends of the hydraulic dampers 47, and the bottom ends of the two groups of hydraulic dampers 47 are welded with the top ends of the circular connecting plates 43;
during operation, the top butt of rubber piece 45 and hydraulic damper 47 makes rubber piece 45 extrude hydraulic damper 47 downwards then, through the damped effect of start-up that hydraulic damper 47 can be fine, has avoided shock spring 44 to produce vibrations after receiving external force to influence holistic stability.
Further, the inner parts of the top ends of the two groups of square sleeves 63 are glued together with the top ends of the magnet connecting blocks 66, and the bottom ends of the two groups of magnet connecting blocks 66 are glued together with the top ends of the first magnets 67;
when the first clamping block 64 moves to attract the first magnet 67, at this time, the first sliding block 62 is contracted into the square sleeve 63, then the operation is repeated, so that the other group of first sliding blocks 62 is contracted into the square sleeve 63, then the pile foundation 2 is placed in the square connecting block 60, then the first sliding block 62 is pulled, the first clamping block 64 and the first magnet 67 are not attracted manually, namely the first sliding block 62 is not extruded to the first spring 65, the first sliding block 62 is ejected into the first sliding groove 61 under the action of the restoring force of the first spring 65, and the connection between the pile foundation 2 and the pile 1 can be completed.
Further, the surface of the pile 1 is provided with anti-skid patterns 40, the pile 1 and the limiting blocks 41 are glued together, and the bottom ends of the two groups of limiting blocks 41 are welded with the top ends of the conical blocks 42;
during operation, damping spring 44's top and circular connecting plate 43 fixed connection, circular connecting plate 43 and square connecting block 60 fixed connection, square connecting block 60 and stake 1 fixed connection, then make stake 1 downstream, anti-skidding line 40 has been seted up on the surface of stake 1, install stake 1 that can be better through anti-skidding line 40, avoid taking place to slide at the in-process of installation, stake 1 and stopper 41 fixed connection stopper 41 and tapered block 42 fixed connection, stopper 41 can start spacing effect to stake 1, make stake 1 more stable at the in-process of installation, stopper 41 can be more convenient insert in the soil through tapered block 42, thereby play spacing function to stake 1.
Further, two sets of first sliding blocks 62 are slidably connected with the first sliding grooves 61, the two sets of first sliding grooves 61 are formed on the square connecting blocks 60, and the bottom ends of the two sets of square connecting blocks 60 are glued with the top ends of the piles 1;
during operation, the first sliding block 62 is fixedly connected with the pile foundation 2 through the square sleeve 63, and then drives the first sliding block 62 to slide downwards in the first sliding groove 61.
Working principle: placing pile 1 in the position that needs the installation, then apply the external force of vertical direction to the top of pile foundation 2, then make pile foundation 2 slide downwards in square connecting block 60's inside, the bottom of pile foundation 2 and the top butt of first connecting plate 46, then make pile foundation 2 extrude first connecting plate 46 downwards, then make first connecting plate 46 extrude damping spring 44 downwards, first connecting plate 46 and pile 1 fixed connection, then drive rubber block 45 downstream, through damping spring 44 and rubber block 45's cooperation, external force that can be fine plays the effect of bradyseism, rubber block 45 and hydraulic damper 47's top butt, then make rubber block 45 extrude hydraulic damper 47 downwards, the effect of starting damping that can be fine through hydraulic damper 47, shock-absorbing spring 44 produces vibrations after receiving external force to influence holistic stability, circular connecting plate 43 fixed connection, square connecting plate 60 and pile 1 fixed connection, then make pile 1 move downwards, through damping spring 44 and rubber block 45's cooperation, can take place in the pile 1's surface mounting through the stopper 40, can take place in the fixed connection with the stopper 41 in the stopper sleeve 41 through the stopper that the stopper 1 is installed to the stopper, the stopper 1 can be more stable in the stopper 41, the stopper 1 is installed through the stopper 1, the stopper is installed in the stopper 41, the stopper 41 is installed through the stopper 1, the stopper 41 is more stable to the stopper 41, the effect is installed through the stopper 1 is installed through the stopper 40, the stopper is installed in the stopper 1, and then drives the first sliding block 62 to slide downwards in the first sliding groove 61.
When the pile foundation 2 is installed and connected with the pile 1, the first sliding block 62 is pushed, the first sliding block 62 is contracted towards the inside of the square sleeve 63, then the first sliding block 62 is enabled to extrude the first spring 65, the first sliding block 62 is fixedly connected with the first clamping block 64, then the first clamping block 64 is driven to move in the square sleeve 63, when the first clamping block 64 moves to attract the first magnet 67, the first sliding block 62 is contracted to the inside of the square sleeve 63 at the moment, then the operation is repeated, the other group of the first sliding blocks 62 is contracted to the inside of the square sleeve 63, then the pile foundation 2 is placed in the square connecting block 60, then the first sliding block 62 is pulled, the first clamping block 64 and the first magnet 67 are not attracted, namely the first sliding block 62 is not extruded to the first spring 65, and the first sliding block 62 is ejected to the inside of the first sliding groove 61 under the action of the restoring force of the first spring 65, and connection of the pile foundation 2 and the pile 1 can be completed.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims.
Claims (6)
1. The damping foundation pile comprises a pile column (1), wherein a pile foundation (2) is arranged at the top end of the pile column (1); the method is characterized in that: the bottom end of the pile foundation (2) is provided with a damping component;
the damping component comprises a circular connecting plate (43), wherein two groups of the bottom ends of the circular connecting plate (43) are fixedly connected with the inner wall of the bottom end of a square connecting block (60), two groups of the top ends of the circular connecting plate (43) are fixedly connected with the bottom end of a damping spring (44), two groups of the top ends of the damping spring (44) are fixedly connected with the bottom end of a first connecting plate (46), two groups of the top ends of the first connecting plate (46) are abutted with the bottom end of a pile foundation (2), two groups of the bottom ends of the first connecting plate (46) are fixedly connected with the top end of a rubber block (45), and the top end of a pile column (1) is provided with a connecting component.
2. A shock absorbing foundation pile according to claim 1, wherein: the connecting assembly comprises first sliding blocks (62), square sleeves (63) are sleeved outside the two groups of the first sliding blocks (62), the two groups of the first sliding blocks (62) are fixedly connected with one end of a first spring (65), the other ends of the two groups of the first springs (65) are fixedly connected with the inner wall of the square sleeves (63), and the two groups of the first sliding blocks (62) are fixedly connected with a first clamping block (64).
3. A shock absorbing foundation pile according to claim 2, wherein: damping springs (44) are sleeved outside the two groups of rubber blocks (45), the bottom ends of the two groups of rubber blocks (45) are fixedly connected with the top ends of the hydraulic dampers (47), and the bottom ends of the two groups of hydraulic dampers (47) are fixedly connected with the top ends of the round connecting plates (43).
4. A shock absorbing foundation pile according to claim 3, wherein: the inside of the top ends of the two groups of square sleeves (63) are fixedly connected with the top ends of the magnet connecting blocks (66), and the bottom ends of the two groups of magnet connecting blocks (66) are fixedly connected with the top ends of the first magnets (67).
5. A shock absorbing foundation pile as defined in claim 4, wherein: anti-skid patterns (40) are formed on the surface of the pile (1), the pile (1) is fixedly connected with limiting blocks (41), and the bottom ends of the two groups of limiting blocks (41) are fixedly connected with the top ends of conical blocks (42).
6. A shock absorbing foundation pile as defined in claim 5, wherein: the two groups of first sliding blocks (62) are in sliding connection with the first sliding grooves (61), the two groups of first sliding grooves (61) are formed in the square connecting blocks (60), and the bottom ends of the two groups of square connecting blocks (60) are fixedly connected with the top ends of the piles (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322247046.0U CN220565211U (en) | 2023-08-21 | 2023-08-21 | Shock attenuation foundation pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322247046.0U CN220565211U (en) | 2023-08-21 | 2023-08-21 | Shock attenuation foundation pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220565211U true CN220565211U (en) | 2024-03-08 |
Family
ID=90101117
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322247046.0U Active CN220565211U (en) | 2023-08-21 | 2023-08-21 | Shock attenuation foundation pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220565211U (en) |
-
2023
- 2023-08-21 CN CN202322247046.0U patent/CN220565211U/en active Active
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