CN213709609U - Anti-seismic building pile for building - Google Patents
Anti-seismic building pile for building Download PDFInfo
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- CN213709609U CN213709609U CN202022657410.7U CN202022657410U CN213709609U CN 213709609 U CN213709609 U CN 213709609U CN 202022657410 U CN202022657410 U CN 202022657410U CN 213709609 U CN213709609 U CN 213709609U
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Abstract
The utility model belongs to the technical field of building, in particular to an earthquake-resistant building pile for building, which comprises a bearing platform, a pile body and a pile tip; a cavity is arranged in the pile body, the bottom of the bearing platform is connected with a connecting column, and the lower part of the connecting column is positioned in the cavity in the pile body; the bottom of the connecting column is connected with a connecting plate, the inner wall of the cavity is provided with a vertical sliding chute, and the connecting plate is vertically and slidably connected in the sliding chute; a vertical anti-seismic unit is arranged between the connecting plate and the bottom of the cavity, and a horizontal anti-seismic unit is arranged between the connecting column and the inner wall of the cavity; the vertical anti-seismic unit is used for resisting the vertical vibration of the connecting column, and the transverse anti-seismic unit is used for resisting the transverse vibration of the connecting column; the horizontal antidetonation unit includes evenly sets up the first telescopic link of a plurality of groups slopes around the spliced pole, and the one end that first telescopic link is high is articulated with the outer wall of spliced pole, and the one end that first telescopic link is low is articulated with the inner wall of cavity. Above-mentioned building pile can solve the relatively poor problem of current building pile antidetonation effect.
Description
Technical Field
The utility model belongs to the technical field of the building, especially, relate to an antidetonation type building pile for building.
Background
The building pile is a building tool, is mainly used for driving into soil to carry out a foundation device for supporting a building on the upper part of the building pile, and is widely applied to the field of building engineering. The existing building pile comprises a bearing platform, a pile body and a pile tip, wherein the pile tip is arranged at the bottom end of the pile body; when the pile is used, the pile tip is used for running downwards in soil to work by striking the pile body.
The anti-seismic effect of current building pile is than relatively poor, can't effectively combat earthquake when external vibrations are great, takes place the rupture easily, causes the accident.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an antidetonation type building pile for building to solve the relatively poor problem of current building pile antidetonation effect.
In order to achieve the above purpose, the technical scheme of the utility model is that: the anti-seismic building pile for the building comprises a bearing platform, a pile body and a pile tip; a cavity is formed in the pile body, the bottom of the bearing platform is connected with a connecting column, and the lower part of the connecting column is located in the cavity in the pile body; the bottom of the connecting column is connected with a connecting plate, the inner wall of the cavity is provided with a vertical sliding chute, and the connecting plate is vertically and slidably connected in the sliding chute; a vertical anti-seismic unit is arranged between the connecting plate and the bottom of the cavity, and a horizontal anti-seismic unit is arranged between the connecting column and the inner wall of the cavity; the vertical anti-seismic unit is used for resisting seismic of vertical vibration of the connecting column, and the transverse anti-seismic unit is used for resisting seismic of transverse vibration of the connecting column; the transverse anti-seismic unit comprises a plurality of groups of inclined first telescopic rods uniformly arranged on the periphery of the connecting column, one high end of each first telescopic rod is hinged with the outer wall of the connecting column, and one low end of each first telescopic rod is hinged with the inner wall of the cavity; the vertical anti-seismic unit comprises a plurality of groups of second telescopic rods.
Furthermore, the first telescopic rod and the second telescopic rod are the same in structure and are composed of an inner rod and an outer rod, the outer rod is of a hollow structure, the inner rod is connected in the inner rod in a sliding mode, and an elastic part is connected between the bottom of the inner rod and the bottom of the outer rod.
Further, the periphery of the connecting plate is provided with a sliding rod, and the sliding rod is vertically connected in the sliding groove in a sliding mode.
Furthermore, a plurality of barbs are arranged around the pile body, and the inclination angle between each barb and the pile body is 30-50 degrees.
The working principle of the technical scheme is as follows: when vertical vibrations take place, the pile body will shake and transmit on first telescopic link and the second telescopic link, and the elastic component in the second telescopic link has played vertical antidetonation effect, and the elastic component in the first telescopic link has played certain vertical antidetonation effect. When the transverse vibration occurs, the pile body transmits the vibration to the first telescopic rod, and the elastic piece in the first telescopic rod plays a transverse anti-vibration effect.
The beneficial effects of this technical scheme lie in: the first telescopic link can resist vibration to vertical and horizontal vibration simultaneously, and the second telescopic link can resist vibration to vertical vibration, so that the anti-vibration effect of the building pile is better, and omnibearing anti-vibration can be achieved. The barb can improve the holding power of the pile body, and the stability of the building pile is further improved.
Drawings
Figure 1 is the utility model discloses the structural schematic of anti-seismic building pile for building.
Detailed Description
The following is further detailed by way of specific embodiments:
reference numerals in the drawings of the specification include: bearing platform 1, pile body 2, stake point 3, spliced pole 4, first telescopic link 5, connecting plate 6, spout 7, slide bar 8, second telescopic link 9, barb 10, cavity 11.
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.
The embodiment is basically as shown in the attached figure 1: the anti-seismic building pile for the building comprises a bearing platform 1, a pile body 2 and a pile tip 3; a plurality of barbs 10 are arranged around the pile body 2, the inclination angle between the barbs 10 and the pile body 2 is 30-50 degrees, and the scheme adopts 30 degrees. A cavity 11 is arranged in the pile body 2, a connecting column 4 is welded at the bottom of the bearing platform 1, and the lower part of the connecting column 4 penetrates through the pile body 2 and is positioned in the cavity 11 in the pile body 2; the bottom welding of spliced pole 4 has connecting plate 6, and the inner wall of cavity 11 lower part is equipped with vertical spout 7, and the periphery of connecting plate 6 is equipped with slide bar 8, and the vertical sliding connection of slide bar 8 is in spout 7.
A vertical anti-seismic unit is arranged between the connecting plate 6 and the bottom of the cavity 11, and a horizontal anti-seismic unit is arranged between the connecting column 4 and the inner wall of the cavity 11; the vertical anti-seismic unit is used for resisting the vertical vibration of the connecting column 4, and the transverse anti-seismic unit is used for resisting the transverse vibration of the connecting column 4; the transverse anti-seismic unit comprises a plurality of groups of inclined first telescopic rods 5 which are uniformly arranged on the periphery of the connecting column 4, one high end of each first telescopic rod 5 is hinged with the outer wall of the connecting column 4, and one low end of each first telescopic rod 5 is hinged with the inner wall of the cavity 11; the vertical anti-seismic unit comprises a plurality of groups of second telescopic rods 9.
The structure of first telescopic link 5 and second telescopic link 9 is the same, comprises interior pole and outer pole, and outer pole is hollow structure, and interior pole sliding connection is connected in interior pole, is connected with the elastic component between interior pole and the outer pole bottom, and the elastic component adopts damping spring.
The specific implementation process is as follows:
when vertical vibrations take place, pile body 2 will shake and transmit to first telescopic link 5 and second telescopic link 9 on, the elastic component in the second telescopic link 9 has played vertical antidetonation effect, and the elastic component in the first telescopic link 5 has played certain vertical antidetonation effect. When taking place horizontal vibrations, pile body 2 will shake and transmit to first telescopic link 5 on, the elastic component in the first telescopic link 5 has played horizontal antidetonation effect.
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.
The above description is only for the embodiments of the present invention, and the common general knowledge of the known specific structures and characteristics in the schemes is not described herein too much, and those skilled in the art will know all the common technical knowledge in the technical field of the present invention before the application date or the priority date, can know all the prior art in this field, and have the ability to apply the conventional experimental means before this date, and those skilled in the art can combine their own ability to perfect and implement the schemes, and some typical known structures or known methods should not become obstacles for those skilled in the art to implement the present application. It should be noted that, for those skilled in the art, without departing from the structure of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent. The scope of the claims of the present application shall be determined by the contents of the claims, and the description of the embodiments and the like in the specification shall be used to explain the contents of the claims.
Claims (4)
1. An earthquake-resistant building pile for construction comprises a bearing platform (1), a pile body (2) and a pile tip (3); the method is characterized in that: a cavity (11) is formed in the pile body (2), the bottom of the bearing platform (1) is connected with a connecting column (4), and the lower part of the connecting column (4) is located in the cavity (11) in the pile body (2); the bottom of the connecting column (4) is connected with a connecting plate (6), the inner wall of the cavity (11) is provided with a vertical sliding chute (7), and the connecting plate (6) is vertically and slidably connected in the sliding chute (7); a vertical anti-seismic unit is arranged between the connecting plate (6) and the bottom of the cavity (11), and a horizontal anti-seismic unit is arranged between the connecting column (4) and the inner wall of the cavity (11); the vertical anti-seismic unit is used for resisting the vertical vibration of the connecting column (4), and the transverse anti-seismic unit is used for resisting the transverse vibration of the connecting column (4); the transverse anti-seismic unit comprises a plurality of groups of inclined first telescopic rods (5) which are uniformly arranged on the periphery of the connecting column (4), one high end of each first telescopic rod (5) is hinged with the outer wall of the connecting column (4), and one low end of each first telescopic rod (5) is hinged with the inner wall of the cavity (11); the vertical anti-seismic unit comprises a plurality of groups of second telescopic rods (9).
2. An earthquake-resistant building pile for construction according to claim 1, wherein: the structure of first telescopic link (5) and second telescopic link (9) is the same, comprises interior pole and outer pole, outer pole is hollow structure, interior pole sliding connection is in interior pole, be connected with the elastic component between interior pole and the outer pole bottom.
3. An earthquake-resistant building pile for construction according to claim 1, wherein: the periphery of the connecting plate (6) is provided with a sliding rod (8), and the sliding rod (8) is vertically connected in the sliding groove (7) in a sliding mode.
4. An earthquake-resistant building pile for construction according to claim 1, wherein: a plurality of barbs (10) are arranged around the pile body (2), and the inclination angle between each barb (10) and the pile body (2) is 30-50 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022657410.7U CN213709609U (en) | 2020-11-17 | 2020-11-17 | Anti-seismic building pile for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022657410.7U CN213709609U (en) | 2020-11-17 | 2020-11-17 | Anti-seismic building pile for building |
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| Publication Number | Publication Date |
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| CN213709609U true CN213709609U (en) | 2021-07-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202022657410.7U Active CN213709609U (en) | 2020-11-17 | 2020-11-17 | Anti-seismic building pile for building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116145839A (en) * | 2022-09-13 | 2023-05-23 | 承德石油高等专科学校 | Energy-saving building assembled wall anti-seismic mechanism |
-
2020
- 2020-11-17 CN CN202022657410.7U patent/CN213709609U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116145839A (en) * | 2022-09-13 | 2023-05-23 | 承德石油高等专科学校 | Energy-saving building assembled wall anti-seismic mechanism |
| CN116145839B (en) * | 2022-09-13 | 2023-09-19 | 承德石油高等专科学校 | Energy-saving building assembled wall anti-seismic mechanism |
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