CN209873777U - Earthquake-resistant and noise-reducing foundation pile - Google Patents
Earthquake-resistant and noise-reducing foundation pile Download PDFInfo
- Publication number
- CN209873777U CN209873777U CN201920465784.3U CN201920465784U CN209873777U CN 209873777 U CN209873777 U CN 209873777U CN 201920465784 U CN201920465784 U CN 201920465784U CN 209873777 U CN209873777 U CN 209873777U
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- pile body
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- uproar
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- 230000009467 reduction Effects 0.000 claims abstract description 29
- 238000009413 insulation Methods 0.000 claims abstract description 19
- 230000007246 mechanism Effects 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 238000013016 damping Methods 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 8
- 230000035939 shock Effects 0.000 claims description 8
- 229920005830 Polyurethane Foam Polymers 0.000 claims description 3
- 229920001971 elastomer Polymers 0.000 claims description 3
- 239000011496 polyurethane foam Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 7
- 238000009792 diffusion process Methods 0.000 abstract description 6
- 238000010521 absorption reaction Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 7
- 230000009471 action Effects 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 230000036541 health Effects 0.000 description 4
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a foundation pile of making an uproar falls in antidetonation, including outer pile body and interior pile body, the lower extreme of outer pile body is provided with a pointed end, and the inboard of outer pile body is provided with interior pile body, and the cover is equipped with the first board of making an uproar of falling on the interior pile body, and the first board of making an uproar of falling falls through antidetonation mechanism and the second board of making an uproar and is connected, and the board of making an uproar is fallen to the second and hugs closely on the inner wall of outer pile body, and the antidetonation mechanism includes first mounting panel, first blotter, supports flexible guide post, expanding spring. The utility model discloses the foundation pile of making an uproar falls in antidetonation, the board of making an uproar falls in first board and the second of falling can carry out effectual sound of inhaling and give sound insulation to the noise to play the effect of noise reduction, the vibrations that the pile body received in the antidetonation mechanism can effectively reduce the external environment diffusion, effectively alleviates the vibrations, reaches the purpose of making an uproar falls in the antidetonation, can not influence resident's daily life on every side, more can not influence constructor's healthy.
Description
Technical Field
The utility model relates to a building technical field specifically is an antidetonation foundation pile of making an uproar that falls.
Background
With the progress of urbanization and the rapid growth of population, it is necessary to construct new buildings in areas where the buildings were originally dense. However, in the piling process, great noise is generated, the daily life of surrounding residents is seriously influenced, and the body health of constructors is also influenced, so that an earthquake-resistant and noise-reducing foundation pile is urgently needed to solve the problems.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a foundation pile of making an uproar falls in antidetonation, the first board of making an uproar and the second of falling fall falls and falls the board and can carry out effectual sound and give sound insulation of inhaling to the noise to play the effect of noise reduction, antidetonation mechanism can effectively reduce the vibrations of interior pile body external environment diffusion, the vibrations that the interior pile body received are effectively alleviated, reach the purpose of making an uproar falls in the antidetonation, resident's daily life around can not influencing, more can not influence constructor's healthy, can solve the problem among the prior art.
In order to achieve the above object, the utility model provides a following technical scheme: an earthquake-resistant noise-reduction foundation pile comprises an outer pile body and an inner pile body, wherein the lower end of the outer pile body is provided with a pile tip, the inner side of the outer pile body is provided with the inner pile body, a first noise-reduction plate is sleeved on the inner pile body and connected with a second noise-reduction plate through an earthquake-resistant mechanism, the second noise-reduction plate is tightly attached to the inner wall of the outer pile body, the earthquake-resistant mechanism comprises a first mounting plate, a first cushion pad, a supporting telescopic guide column, a telescopic spring, a second mounting plate and a second cushion pad, the first mounting plate and the second mounting plate are respectively mounted on the first noise-reduction plate and the second noise-reduction plate, the first cushion pad is paved on the first mounting plate, the second cushion pad is paved on the second mounting plate and sleeved on the second cushion pad, the first cushion pad is connected with the second cushion pad through the supporting telescopic guide column, the telescopic spring is arranged on the supporting telescopic guide column, the two ends of the extension spring are respectively connected to the first cushion pad and the second cushion pad.
First board and the second of making an uproar all include first steel sheet, sound absorption layer, first acoustic celotex board, sound insulation damping layer, second acoustic celotex board and second steel sheet, the sound absorption layer has been laid to the internal surface of first steel sheet, the sound absorption layer upper berth is equipped with first acoustic celotex board, first acoustic celotex board upper berth is equipped with sound insulation damping layer, sound insulation damping layer upper berth is equipped with the second acoustic celotex board, the second steel sheet has still been laid on the second acoustic celotex board.
Preferably, the upper end of the inner pile body extends to the upper part of the outer pile body, and a shock pad is paved on the upper end of the inner pile body.
Preferably, the first cushion pad and the second cushion pad are both members made of a rubber material.
Preferably, the supporting telescopic guide post and the telescopic spring are both members made of stainless steel.
Preferably, the sound absorption layer is a member made of a polyurethane foam material.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model discloses antidetonation and noise reduction foundation pile, when the pile driver is piling the foundation pile, the pile driver directly acts on the inner pile body, the shock pad can slow down the vibrations that the pile driver acted on the inner pile body, the inner pile body drives the outer pile body to move downwards under the effort of pile driver, the pile tip is convenient for the outer pile body to move downwards and then accomplish the operation of piling, during the pile driving of pile driver, vibrations spread outward along the inner pile body, first noise reduction board and second noise reduction board can carry out effective sound absorption and sound insulation to the noise at this moment, thereby play the effect of noise reduction, simultaneously first blotter and second blotter can primarily alleviate the vibrations that the inner pile body received, support flexible guide post and expanding spring can carry out secondary alleviation to the vibrations that the inner pile body received, make the antidetonation mechanism can effectively reduce the vibrations that the inner pile body spreads to the external environment, effectively alleviate the vibrations that the inner pile body received, the purposes of resisting earthquake and reducing noise are achieved, the daily life of surrounding residents cannot be influenced, and the physical health of constructors cannot be influenced.
Drawings
Fig. 1 is a schematic sectional view of an anti-seismic and noise-reducing foundation pile of the present invention;
FIG. 2 is an enlarged view of the anti-seismic mechanism of the present invention;
fig. 3 is a schematic partial cross-sectional view of a first noise reduction plate according to the present invention.
In the figure: 1. an outer pile body; 2. an inner pile body; 21. a shock pad; 3. a pile tip; 4. a first noise reduction plate; 41. a first steel plate; 42. a sound absorbing layer; 43. a first baffle plate; 44. a sound-insulating damping layer; 45. a second baffle; 46. a second steel plate; 5. an anti-seismic mechanism; 51. a first mounting plate; 52. a first cushion pad; 53. supporting the telescopic guide post; 54. a tension spring; 55. a second mounting plate; 56. a second cushion pad; 6. a second noise reduction plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, an anti-seismic and noise-reducing foundation pile comprises an outer pile body 1 and an inner pile body 2, wherein the lower end of the outer pile body 1 is provided with a pile tip 3, the inner side of the outer pile body 1 is provided with the inner pile body 2, the upper end of the inner pile body 2 extends to the upper side of the outer pile body 1 and is paved with a shock pad 21, when a pile driver drives a foundation pile, the pile driver directly acts on the inner pile body 2, the shock pad 21 can reduce the vibration of the pile driver acting on the inner pile body 2, the inner pile body 2 is sleeved with a first noise-reducing plate 4, the first noise-reducing plate 4 is connected with a second noise-reducing plate 6 through an anti-seismic mechanism 5, the first noise-reducing plate 4 and the second noise-reducing plate 6 can effectively absorb and insulate the noise, thereby playing a noise-reducing effect, the anti-seismic mechanism 5 can effectively reduce the vibration of the inner pile body 2 diffusing to the external environment, effectively reduce the vibration of the inner pile body 2, and achieve, the daily life of surrounding residents cannot be influenced, the body health of construction personnel cannot be influenced, the second noise reduction plate 6 is tightly attached to the inner wall of the outer pile body 1, the anti-seismic mechanism 5 comprises a first mounting plate 51, a first cushion pad 52, a supporting telescopic guide post 53, a telescopic spring 54, a second mounting plate 55 and a second cushion pad 56, the first mounting plate 51 and the second mounting plate 55 are respectively mounted on the first noise reduction plate 4 and the second noise reduction plate 6, the first cushion pad 52 is paved on the first mounting plate 51, the second cushion pad 56 is paved on the second mounting plate 55, the first cushion pad 52 is connected with the second cushion pad 56 through the supporting telescopic guide post 53, the supporting telescopic guide post 53 is sleeved with the telescopic spring 54, the supporting telescopic guide post 53 and the telescopic spring 54 are both members made of stainless steel materials, the anti-seismic mechanism is suitable for high-low-temperature and corrosion-resistant working environment, the supporting telescopic guide post 53 and the telescopic spring 54 can relieve the vibration to the inner pile body 2 for the second time, effectively reduce the vibrations of interior pile body 2 diffusion to external environment, first blotter 52 and second blotter 56 are connected respectively at expanding spring 54's both ends, and first blotter 52 and second blotter 56 are the component that a rubber material made, have certain elasticity, and first blotter 52 and second blotter 56 can be alleviated for the first time to the vibrations that interior pile body 2 received, effectively reduce the vibrations of interior pile body 2 diffusion to external environment.
Referring to fig. 3, each of the first noise reduction plate 4 and the second noise reduction plate 6 includes a first steel plate 41, a sound absorption layer 42, a first sound insulation plate 43, a sound insulation damping layer 44, a second sound insulation plate 45 and a second steel plate 46, the first noise reduction plate 4 and the second noise reduction plate 6 can effectively absorb and insulate noise, thereby achieving an effect of reducing noise, the sound absorption layer 42 is laid on an inner surface of the first steel plate 41, the sound absorption layer 42 is a member made of a polyurethane foam material, and can effectively absorb noise, so as to achieve a purpose of reducing noise, the first sound insulation plate 43 is laid on the sound absorption layer 42, the sound insulation damping layer 44 is laid on the first sound insulation plate 43, the second sound insulation plate 45 is laid on the sound insulation damping layer 44, and the second steel plate 46 is further laid on the second sound insulation plate 45.
The working principle is as follows: when the pile driver drives a foundation pile, the pile driver directly acts on the inner pile body 2, the shock pad 21 can reduce the vibration of the pile driver acting on the inner pile body 2, the inner pile body 2 drives the outer pile body 1 to move downwards under the action force of the pile driver, the pile tip 3 is convenient for the outer pile body 1 to move downwards so as to complete the operation of pile driving, the vibration of the pile driver is diffused outwards along the inner pile body 2 in the pile driving process, at the moment, the first noise reduction plate 4 and the second noise reduction plate 6 can effectively absorb and insulate the noise, so that the effect of reducing the noise is achieved, meanwhile, the first cushion pad 52 and the second cushion pad 56 can primarily relieve the vibration of the inner pile body 2, the supporting telescopic guide column 53 and the telescopic spring 54 can secondarily relieve the vibration of the inner pile body 2, so that the vibration resisting mechanism 5 can effectively reduce the environment diffusion vibration of the inner pile body 2, and effectively relieve the vibration of the inner pile body 2 to the outside, the purposes of resisting earthquake and reducing noise are achieved, the daily life of surrounding residents cannot be influenced, and the physical health of constructors cannot be influenced.
In summary, the following steps: the utility model discloses antidetonation and noise reduction foundation pile, when the pile driver is piling the foundation pile, the pile driver direct action is on interior pile body 2, shock pad 21 can slow down the vibrations that the pile driver acted on interior pile body 2, interior pile body 2 drives outer pile body 1 downstream under the effort of pile driver, pile tip 3 is convenient for outer pile body 1 downstream and then accomplishes the operation of pile driving, the pile driver is in the pile driving process, vibrations are diffused to the outside along interior pile body 2, first noise reduction board 4 and second noise reduction board 6 can carry out effectual sound absorption and sound insulation to the noise this moment, thereby play the effect of noise reduction, first blotter 52 and second blotter 56 can alleviate the vibrations that interior pile body 2 received for the first time simultaneously, support flexible guide post 53 and expanding spring 54 can alleviate the vibrations that interior pile body 2 received for the second time, make inner pile body 2 can effectively reduce the vibrations of external environment diffusion, effectively alleviate the vibrations that interior pile body 2 received, reach the purpose of antidetonation and noise reduction, can not influence resident's daily life on every side, more can not influence constructor's healthy.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a foundation pile of making an uproar falls in antidetonation, includes outer pile body (1) and interior pile body (2), its characterized in that: the lower end of the outer pile body (1) is provided with a pile tip (3), the inner side of the outer pile body (1) is provided with an inner pile body (2), the inner pile body (2) is sleeved with a first noise reduction plate (4), the first noise reduction plate (4) is connected with a second noise reduction plate (6) through an anti-seismic mechanism (5), the second noise reduction plate (6) is tightly attached to the inner wall of the outer pile body (1), the anti-seismic mechanism (5) comprises a first mounting plate (51), a first cushion pad (52), a support telescopic guide column (53), a telescopic spring (54), a second mounting plate (55) and a second cushion pad (56), the first mounting plate (51) and the second mounting plate (55) are respectively mounted on the first noise reduction plate (4) and the second noise reduction plate (6), the first cushion pad (52) is laid on the first mounting plate (51), the second cushion pad (56) is laid on the second mounting plate (55), the first buffer pad (52) is connected with the second buffer pad (56) through a supporting telescopic guide column (53), a telescopic spring (54) is sleeved on the supporting telescopic guide column (53), and two ends of the telescopic spring (54) are respectively connected to the first buffer pad (52) and the second buffer pad (56);
first board (4) and the second board (6) of making an uproar all include first steel sheet (41), sound-absorbing layer (42), first acoustic celotex board (43), noise insulation damping layer (44), second acoustic celotex board (45) and second steel sheet (46), sound-absorbing layer (42) have been laid to the internal surface of first steel sheet (41), sound-absorbing layer (42) upper berth is equipped with first acoustic celotex board (43), first acoustic celotex board (43) upper berth is equipped with noise insulation damping layer (44), noise insulation damping layer (44) upper berth is equipped with second acoustic celotex board (45), second steel sheet (46) have still been laid on second acoustic celotex board (45).
2. An anti-seismic and noise-reducing foundation pile according to claim 1, wherein: the upper end of the inner pile body (2) extends to the upper part of the outer pile body (1) and is paved with a shock pad (21).
3. An anti-seismic and noise-reducing foundation pile according to claim 1, wherein: the first cushion pad (52) and the second cushion pad (56) are both members made of rubber materials.
4. An anti-seismic and noise-reducing foundation pile according to claim 1, wherein: the supporting telescopic guide column (53) and the telescopic spring (54) are both members made of stainless steel materials.
5. An anti-seismic and noise-reducing foundation pile according to claim 1, wherein: the sound absorbing layer (42) is a member made of a polyurethane foam material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920465784.3U CN209873777U (en) | 2019-04-02 | 2019-04-02 | Earthquake-resistant and noise-reducing foundation pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920465784.3U CN209873777U (en) | 2019-04-02 | 2019-04-02 | Earthquake-resistant and noise-reducing foundation pile |
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| Publication Number | Publication Date |
|---|---|
| CN209873777U true CN209873777U (en) | 2019-12-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920465784.3U Expired - Fee Related CN209873777U (en) | 2019-04-02 | 2019-04-02 | Earthquake-resistant and noise-reducing foundation pile |
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| CN (1) | CN209873777U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112281899A (en) * | 2020-10-01 | 2021-01-29 | 单士营 | Foundation pit prefabricated enclosure shock absorption pile and method for building foundation pit enclosure wall |
| CN112681808A (en) * | 2021-01-15 | 2021-04-20 | 重庆大学 | Quick construction honeycomb building suitable for earthquake relief work |
| CN113266009A (en) * | 2021-05-31 | 2021-08-17 | 张永刚 | Automatic pile driver for H-shaped steel combined steel sheet pile |
-
2019
- 2019-04-02 CN CN201920465784.3U patent/CN209873777U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112281899A (en) * | 2020-10-01 | 2021-01-29 | 单士营 | Foundation pit prefabricated enclosure shock absorption pile and method for building foundation pit enclosure wall |
| CN112681808A (en) * | 2021-01-15 | 2021-04-20 | 重庆大学 | Quick construction honeycomb building suitable for earthquake relief work |
| CN112681808B (en) * | 2021-01-15 | 2021-09-21 | 重庆大学 | Quick construction honeycomb building suitable for earthquake relief work |
| CN113266009A (en) * | 2021-05-31 | 2021-08-17 | 张永刚 | Automatic pile driver for H-shaped steel combined steel sheet pile |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191231 |
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| CF01 | Termination of patent right due to non-payment of annual fee |