CN220580044U - Shock attenuation foundation pile - Google Patents
Shock attenuation foundation pile Download PDFInfo
- Publication number
- CN220580044U CN220580044U CN202322147230.8U CN202322147230U CN220580044U CN 220580044 U CN220580044 U CN 220580044U CN 202322147230 U CN202322147230 U CN 202322147230U CN 220580044 U CN220580044 U CN 220580044U
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- foundation pile
- arc
- shock
- shock attenuation
- shaped connecting
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- 230000035939 shock Effects 0.000 title claims description 36
- 230000003139 buffering effect Effects 0.000 claims abstract description 22
- 230000000694 effects Effects 0.000 claims 1
- 238000013016 damping Methods 0.000 abstract description 22
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 241001391944 Commicarpus scandens Species 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
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Abstract
The utility model provides a damping foundation pile, which relates to the technical field of building construction and comprises a foundation pile base; the upper portion of foundation pile base is equipped with buffering shock-absorbing structure, foundation pile base upper portion is equipped with the cushion cap to the bottom fixedly connected with top foundation pile board of cushion cap, the bottom left and right sides of top foundation pile board is equipped with the connecting strut respectively simultaneously, and the bottom of top foundation pile board links to each other with the top of connecting strut is fixed, the bottom of connecting strut is equipped with movable support simultaneously, and the movable support top links to each other with the bottom of connecting strut is fixed, the movable support runs through spacing apron simultaneously, and the sliding hole has been seted up on the spacing apron, the sliding hole closely laminates with the movable support simultaneously, through setting up buffering shock-absorbing structure, when taking place to shake, can effectually cushion and reduce vibrations, make the building receive extensive damage, through setting up the counter weight base, the effectual stability that has improved the shock-absorbing pile, the security of building has also been improved simultaneously.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a damping foundation pile.
Background
With the vigorous development of national economy, the house and land industry and the residential building industry of China are rapidly developed, and the construction speed is faster and faster when a large number of buildings are pulled out, but foundation piles are required to be driven for the foundation stabilization of the buildings, regardless of the house or bridge construction.
Based on the above, the foundation piles of most of the buildings at present are all formed by pouring single reinforced concrete and are connected with the platform, and the foundation piles are not capable of buffering and damping and are easy to break walls under the influence of earthquake waves once natural disasters such as earthquake occur, so that the buildings are damaged in a large range.
Disclosure of Invention
In order to solve the technical problems, the utility model provides a damping foundation pile to solve the problems that the existing foundation pile is single in structure and does not have damping, and the utility model solves the problem that the foundation pile does not have damping, so that a building is safer and more reliable.
The utility model discloses a damping foundation pile, which is characterized by comprising the following specific technical means:
a damping foundation pile comprises a foundation pile base;
the upper portion of foundation pile base is equipped with buffering shock-absorbing structure, and buffering shock-absorbing structure includes cushion cap, top foundation pile board, connecting pillar, movable pillar, spacing apron and slide hole, foundation pile base upper portion is equipped with the cushion cap to the bottom fixedly connected with top foundation pile board of cushion cap, the bottom left and right sides of top foundation pile board is equipped with the connecting pillar respectively simultaneously, and the bottom of top foundation pile board links to each other with the top of connecting pillar is fixed, and the bottom of connecting pillar is equipped with the movable pillar simultaneously, and the movable pillar top links to each other with the bottom of connecting pillar is fixed, and the movable pillar runs through spacing apron simultaneously to the slide hole has been seted up on the spacing apron, and the slide hole is closely laminated with the movable pillar simultaneously.
Further, buffering shock-absorbing structure still includes shock attenuation piece, first spring, spacing box and inner chamber, the bottom of movable support post is equipped with the shock attenuation piece to the shock attenuation piece is established in the spacing box, and the spacing box is hollow form simultaneously, and the inner chamber has been seted up to the spacing box is inside, and the shock attenuation piece is installed in the inner chamber, and the fixed continuous of movable support post at shock attenuation piece and top simultaneously, the bottom of shock attenuation piece is equipped with first spring to first spring also installs in the inner chamber of spacing box, and first spring top and shock attenuation piece bottom are fixed continuous simultaneously.
Further, the bottom of spacing box is equipped with the foundation pile piece to spacing box fixed mounting is at the top of foundation pile piece, and foundation pile piece bottom is equipped with the foundation pile base, and foundation pile piece runs through the foundation pile base simultaneously and links to each other with the top fixed of the foundation pile pole of foundation pile base bottom, and the bottom of foundation pile pole is equipped with the counter weight base simultaneously, and the bottom fixed mounting of foundation pile pole is on the counter weight base.
Further, buffering shock-absorbing structure still includes first fixed block, first pivot, first arc connecting block and spliced pole, the bottom left and right sides fixed mounting of top foundation pile board has first fixed block to the recess is seted up to the bottom of first fixed block, is equipped with first arc connecting block in the recess simultaneously, and first pivot runs through first fixed block and first arc connecting block, and first arc connecting block rotates simultaneously and installs the outside at first pivot, the right side of first arc connecting block is equipped with the spliced pole, and the bottom of first arc connecting block links to each other with the one end is fixed of spliced pole.
Further, buffering shock-absorbing structure still includes second arc connecting block, second pivot, second fixed block, slip post, second spring and connecting rod, the other end and the fixed continuous of second arc connecting block of connecting post to the second arc connecting block rotates the outside of installing at the second pivot, and second fixed block fixed mounting is on the slip post simultaneously, and the second fixed block is the same with first fixed block, and the second pivot runs through the recess department of second arc connecting block and second fixed block simultaneously, slip post slidable mounting is on the connecting rod to the both ends fixed mounting of connecting rod is equipped with the second spring in the centre of the outside of connecting rod and slip post simultaneously at the side of spacing box.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the utility model, the buffering and damping structure is arranged, and the connecting support column, the movable support column, the damping support block and the first spring are arranged at the bottom of the top foundation pile plate, so that the movable support column is matched with the damping support block and the first spring when vibration occurs, vibration can be effectively reduced, and a building is not damaged in a large range.
2. According to the utility model, the buffering and damping structure is arranged, and the first fixed block, the first rotating shaft, the first arc-shaped connecting block and the connecting column are matched with the second arc-shaped connecting block, the second rotating shaft and the second fixed block, so that the shaking force generated by vibration is effectively buffered when the sliding column slides on the connecting rod to squeeze the second spring due to the shaking force generated by vibration of the top foundation pile plate.
3. According to the utility model, the balance weight base is arranged, so that the stability of the shock absorption pile is effectively improved.
Drawings
Fig. 1 is a schematic structural view of the present utility model.
Fig. 2 is a schematic view of a buffering and damping structure of the present utility model.
Fig. 3 is a schematic cross-sectional view of a stop box base shock absorbing member of the present utility model.
FIG. 4 is a schematic illustration of the parts of the cushioning shock absorbing structure of the present utility model.
In the figure, the correspondence between the component names and the drawing numbers is:
1. a foundation pile base;
2. a buffering and damping structure;
201. bearing platform; 2010. a top foundation pile plate; 2011. a connecting strut; 2012. a movable support; 2013. a limit cover plate; 2013A, sliding holes; 2014. damping support blocks; 2015. a first spring; 2016. a limit box; 2016A, lumen; 202. a foundation pile block; 2021. a foundation pile rod; 2022. a counterweight base; 203. a first fixed block; 2031. a first rotating shaft; 2032. a first arc-shaped connecting block; 2033. a connecting column; 2034. the second arc-shaped connecting block; 2035. a second rotating shaft; 2036. a second fixed block; 2037. a sliding column; 2038. a second spring; 204. and (5) connecting a rod.
Detailed Description
Embodiments of the present utility model are described in further detail below with reference to the accompanying drawings and examples. The following examples are illustrative of the utility model but are not intended to limit the scope of the utility model.
Examples:
as shown in fig. 1 to 4:
the utility model provides a damping foundation pile, which comprises a foundation pile base 1;
the upper part of the foundation pile base 1 is provided with a buffering and damping structure 2, the buffering and damping structure 2 comprises a bearing platform 201, a top foundation pile plate 2010, connecting struts 2011, movable struts 2012, a limit cover plate 2013 and a sliding hole 2013A, the upper part of the foundation pile base 1 is provided with the bearing platform 201, the bottom of the bearing platform 201 is fixedly connected with the top foundation pile plate 2010, the left side and the right side of the bottom of the top foundation pile plate 2010 are respectively provided with the connecting struts 2011, the bottom of the top foundation pile plate 2010 is fixedly connected with the top of the connecting struts 2011, the bottom of the connecting struts 2011 is provided with movable struts 2012, the top of the movable struts 2012 are fixedly connected with the bottom of the connecting struts 2011, the movable struts 2012 penetrate through the limit cover plate 2012, the limit cover plate 2013A is provided with the sliding hole 2013A, the sliding hole 2013A is tightly attached with the movable struts 2012, the buffering and damping structure 2 further comprises a damping support 2014, a first spring 2015, a limit box 2016 and an inner cavity A, the bottom of movable pillar 2012 is equipped with shock attenuation piece 2014 to shock attenuation piece 2014 establishes in spacing box 2016, and spacing box 2016 is hollow simultaneously, and the inner chamber 2016A has been seted up to spacing box 2016 inside, and shock attenuation piece 2014 installs in inner chamber 2016A, shock attenuation piece 2014 is fixed continuous with the movable pillar 2012 at top simultaneously, the bottom of shock attenuation piece 2014 is equipped with first spring 2015, and first spring 2015 also installs in the inner chamber 2016A of spacing box 2016, simultaneously first spring 2015 top and shock attenuation piece 2014 bottom fixed link to each other, through the connecting pillar 2011 that sets up top foundation pile board 2010 bottom, movable pillar 2012, shock attenuation piece 2014 and first spring 2015, when the vibrations take place, cooperate shock attenuation piece 2014 and first spring 2015 with movable pillar 2012, can effectually reduce vibrations.
Wherein, the bottom of spacing box 2016 is equipped with foundation pile piece 202 to spacing box 2016 fixed mounting is at the top of foundation pile piece 202, and foundation pile piece 202 bottom is equipped with foundation pile base 1, and foundation pile piece 202 runs through foundation pile base 1 simultaneously and the fixed continuous top of foundation pile pole 2021 of foundation pile base 1 bottom, and the bottom of foundation pile pole 2021 is equipped with counter weight base 2022 simultaneously, and the bottom fixed mounting of foundation pile pole 2021 is on counter weight base 2022, through setting up counter weight base 2022, the effectual stability that improves the shock attenuation stake.
Wherein the buffering and shock absorbing structure 2 further comprises a first fixing block 203, a first rotating shaft 2031, a first arc-shaped connecting block 2032 and a connecting column 2033, wherein the first fixing block 203 is fixedly arranged at the left side and the right side of the bottom of the top foundation pile plate 2010, a groove is formed at the bottom of the first fixing block 203, the first arc-shaped connecting block 2032 is arranged in the groove, the first rotating shaft 2031 penetrates through the first fixing block 203 and the first arc-shaped connecting block 2032, the first arc-shaped connecting block 2032 is rotatably arranged at the outer side of the first rotating shaft 2031, the connecting column 2033 is arranged at the right side of the first arc-shaped connecting block 2032, the bottom of the first arc-shaped connecting block 2032 is fixedly connected with one end of the connecting column 2033, the buffering and shock absorbing structure 2 further comprises a second arc-shaped connecting block 2034, a second rotating shaft 2035, a second fixing block 2036, a sliding column 2037, a second spring 2038 and a connecting rod 204, the other end of the connecting column 2033 is fixedly connected with the second arc-shaped connecting block 2034, and the second arc-shaped connecting block 2034 is rotatably mounted on the outer side of the second rotating shaft 2035, and meanwhile, the second fixed block 2036 is fixedly mounted on the sliding column 2037, and the second fixed block 2036 is identical to the first fixed block 203, and meanwhile, the second rotating shaft 2035 penetrates through the grooves of the second arc-shaped connecting block 2034 and the second fixed block 2036, the sliding column 2037 is slidably mounted on the connecting rod 204, and both ends of the connecting rod 204 are fixedly mounted on the side surface of the limit box 2016, and meanwhile, a second spring 2038 is arranged between the outer part of the connecting rod 204 and the middle of the sliding column 2037, and by arranging the first fixed block 203, the first rotating shaft 2031, the first arc-shaped connecting block 2032 and the connecting column 2033 to cooperate with the second arc-shaped connecting block 2034, the second rotating shaft 2035 and the second fixed block 2036, the shaking force generated by receiving vibration of the top foundation pile plate 2010 causes the left and right groups of sliding columns 2037 to slide on the connecting rod 204 to squeeze the second springs, and buffering shaking force generated by vibration.
Specific use and action of the embodiment:
in the utility model, by arranging the connecting support 2011, the movable support 2012, the damping support 2014 and the first spring 2015 at the bottom of the top foundation pile plate 2010, when vibration occurs, the movable support 2012 is matched with the damping support 2014 and the first spring 2015, vibration can be effectively reduced, and by arranging the first fixing block 203, the first rotating shaft 2031, the first arc-shaped connecting block 2032 and the connecting column 2033 and matching with the second arc-shaped connecting block 2034, the second rotating shaft 2035 and the second fixing block 2036, the shaking force generated by the vibration of the top foundation pile plate 2010 is caused to cause the left and right groups of sliding columns 2037 to slide on the connecting rod 204 to squeeze the second spring, and the shaking force generated by the vibration is buffered, so that the building is not damaged in a large range.
Claims (5)
1. The utility model provides a shock attenuation foundation pile which characterized in that: comprises a foundation pile base (1);
the upper portion of foundation pile base (1) is equipped with buffering shock-absorbing structure (2), buffering shock-absorbing structure (2) include cushion cap (201), top foundation pile board (2010), connect pillar (2011), movable pillar (2012), spacing apron (2013) and slide hole (2013A), foundation pile base (1) upper portion is equipped with cushion cap (201) to the bottom fixedly connected with top foundation pile board (2010) of cushion cap (201), the bottom left and right sides of top foundation pile board (2010) is equipped with respectively connect pillar (2011) simultaneously, and the bottom of top foundation pile board (2010) is fixed continuous with the top of connecting pillar (2011), the bottom of connecting pillar (2011) is equipped with movable pillar (2012) simultaneously, and movable pillar (2012) runs through spacing apron (2013) simultaneously, and slide hole (2013A) have been seted up on spacing apron (2013), slide hole (2013A) and movable pillar (2012) are closely laminated simultaneously.
2. A shock absorbing foundation pile as defined in claim 1, wherein: the utility model provides a shock attenuation shock-absorbing structure (2) still includes shock attenuation piece (2014), first spring (2015), spacing box (2016) and inner chamber (2016A), the bottom of activity pillar (2012) is equipped with shock attenuation piece (2014) to shock attenuation piece (2014) are established in spacing box (2016), and spacing box (2016) are hollow simultaneously, and inner chamber (2016A) has been seted up to spacing box (2016) inside, and shock attenuation piece (2014) are installed in inner chamber (2016A), and shock attenuation piece (2014) are fixed continuous with movable pillar (2012) at top simultaneously, the bottom of shock attenuation piece (2014) is equipped with first spring (2015) to in inner chamber (2016A) of spacing box (2016) also are installed to first spring (2015) top and shock attenuation piece (2014) bottom fixed link to each other simultaneously.
3. A shock absorbing foundation pile as defined in claim 2, wherein: the bottom of spacing box (2016) is equipped with foundation pile piece (202) to spacing box (2016) fixed mounting is at the top of foundation pile piece (202) to foundation pile piece (202) bottom is equipped with foundation pile base (1), and foundation pile piece (202) run through foundation pile base (1) simultaneously and the top of foundation pile pole (2021) of foundation pile base (1) bottom is fixed continuous, and the bottom of foundation pile pole (2021) is equipped with counter weight base (2022) simultaneously, and the bottom fixed mounting of foundation pile pole (2021) is on counter weight base (2022).
4. A shock absorbing foundation pile as defined in claim 1, wherein: the buffering shock-absorbing structure (2) further comprises a first fixing block (203), a first rotating shaft (2031), a first arc-shaped connecting block (2032) and a connecting column (2033), the first fixing block (203) is fixedly arranged on the left side and the right side of the bottom of the top foundation pile plate (2010), a groove is formed in the bottom of the first fixing block (203), the first arc-shaped connecting block (2032) is arranged in the groove, the first rotating shaft (2031) penetrates through the first fixing block (203) and the first arc-shaped connecting block (2032), the first arc-shaped connecting block (2032) is rotatably arranged on the outer side of the first rotating shaft (2031), the connecting column (2033) is arranged on the right side of the first arc-shaped connecting block (2032), and the bottom of the first arc-shaped connecting block (2032) is fixedly connected with one end of the connecting column (2033).
5. A shock absorbing foundation pile as defined in claim 4, wherein: the buffering shock-absorbing structure (2) further comprises a second arc-shaped connecting block (2034), a second rotating shaft (2035), a second fixing block (2036), a sliding column (2037), a second spring (2038) and a connecting rod (204), the other end of the connecting column (2033) is fixedly connected with the second arc-shaped connecting block (2034), the second arc-shaped connecting block (2034) is rotatably mounted on the outer side of the second rotating shaft (2035), meanwhile, the second fixing block (2036) is fixedly mounted on the sliding column (2037), the second fixing block (2036) is identical to the first fixing block (203), meanwhile, the second rotating shaft (2035) penetrates through grooves of the second arc-shaped connecting block (2034) and the second fixing block (2036), the sliding column (2037) is slidably mounted on the connecting rod (204), two ends of the connecting rod (204) are fixedly mounted on the side face of a limiting box (2016), and meanwhile, the second spring (2038) is arranged between the outer side of the connecting rod (204) and the sliding column (2037).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202322147230.8U CN220580044U (en) | 2023-08-10 | 2023-08-10 | Shock attenuation foundation pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202322147230.8U CN220580044U (en) | 2023-08-10 | 2023-08-10 | Shock attenuation foundation pile |
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Publication Number | Publication Date |
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CN220580044U true CN220580044U (en) | 2024-03-12 |
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ID=90116276
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202322147230.8U Active CN220580044U (en) | 2023-08-10 | 2023-08-10 | Shock attenuation foundation pile |
Country Status (1)
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CN (1) | CN220580044U (en) |
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2023
- 2023-08-10 CN CN202322147230.8U patent/CN220580044U/en active Active
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