CN214272114U - Novel anti-seismic building pile - Google Patents

Novel anti-seismic building pile Download PDF

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Publication number
CN214272114U
CN214272114U CN202022889266.XU CN202022889266U CN214272114U CN 214272114 U CN214272114 U CN 214272114U CN 202022889266 U CN202022889266 U CN 202022889266U CN 214272114 U CN214272114 U CN 214272114U
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pile
foundation pile
foundation
column
post
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Expired - Fee Related
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CN202022889266.XU
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Chinese (zh)
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吴涛
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Individual
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Individual
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Abstract

The utility model discloses a novel antidetonation building pile, including the pile cap, the lower extreme fixed mounting of pile cap has the shock attenuation seat, the inside equidistant cylinder sleeve that is provided with of shock attenuation seat, the telescopic inside of cylinder is provided with compression spring, the lower extreme fixed mounting of shock attenuation seat has first foundation pile post, the inside metal ball that is provided with of first foundation pile post, the lower extreme fixed mounting of first foundation pile post has second foundation pile post, the bottom fixedly connected with pile head of second foundation pile post, pile head outer wall is provided with the screw thread, the both sides fixedly connected with connecting block of second foundation pile post, the upper end of connecting block is fixed with the backup pad. The utility model discloses a connecting block and the backup pad of the both sides of second foundation pile post, and the strengthening rib is supplementary fixed, and the cylinder sleeve plays the effect that slows down compression spring shape variable speed and degree, and the shock pad absorbs certain impact and seismic energy.

Description

Novel anti-seismic building pile
Technical Field
The utility model relates to a machining equipment technical field specifically is a novel antidetonation building pile.
Background
The building pile foundation consists of a foundation pile and a bearing platform connected to the pile top. If the pile body is completely buried in the soil and the bottom surface of the bearing platform is contacted with the soil body, the pile body is called a low bearing platform pile foundation; if the upper part of the pile body is exposed out of the ground and the bottom of the bearing platform is positioned above the ground, the pile foundation is called a high bearing platform pile foundation, the building pile foundation is usually a low bearing platform pile foundation and is widely applied to projects such as high-rise buildings, bridges, high-speed rails and the like, the pile foundation is an ancient foundation type, the piling technology is developed for thousands of years, the pile foundation material and the pile type or the piling machinery and the construction method are both greatly developed, and a modern foundation engineering system is formed. In some cases, the adoption of the pile foundation can greatly reduce the workload of a construction site and the consumption of materials.
Building in the soil of mountain forest or hillside fields, because soil may have the rock in the mountain forest, under the influence of seismic wave, building pile can not cushion the shock attenuation and take place the building on the ground very easily and collapse, also can lead to pile body fracture destruction, and the pile body is at the fracture of biggest moment department, leads to the pile body to be broken into two, has influenced building pile's life-span greatly, therefore we need propose a novel antidetonation building pile.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel antidetonation building pile, connecting block and backup pad through the both sides of second foundation pile post, with the strengthening rib auxiliary fixation, make second foundation pile post tougher and tougher, avoided second foundation pile post fracture from the centre to a certain extent, the life-span of foundation pile post has been prolonged, the cylinder sleeve plays the effect that slows down compression spring shape variable speed and degree, wherein the shock pad absorbs certain impact and seismic force, avoided the building collapse because of vibrations take place to a certain extent, with the problem of proposing in solving above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a novel antidetonation building pile, includes the pile cap, the lower extreme fixed mounting of pile cap has the shock attenuation seat, the interior bottom fixed mounting of shock attenuation seat has the antidetonation to fill up, the inside equidistant cylinder sleeve that is provided with of shock attenuation seat, the inside of cylinder sleeve is provided with compression spring, the lower extreme fixed mounting of shock attenuation seat has first foundation pile post, the inside metal ball that is provided with of first foundation pile post, the lower extreme fixed mounting of first foundation pile post has second foundation pile post, the bottom fixedly connected with pile head of second foundation pile post, pile head outer wall is provided with the screw thread, the both sides fixedly connected with connecting block of second foundation pile post, the upper end of connecting block is fixed with the backup pad, the one end and the second foundation pile post fixed connection of backup pad.
Preferably, the support the connecting block and the second foundation pile column are designed to be integrally formed, and the support plate is obliquely arranged.
Preferably, the second foundation pile column is provided with three groups, and the outer wall of the second foundation pile column is provided with two groups of reinforcing ribs.
Preferably, the pile head is arranged in a conical manner, and barbs are arranged on the outer wall of the pile head.
Preferably, the first foundation pile column and the second foundation pile column are both arranged to be hollow cylindrical foundation pile columns, and the second foundation pile column and the first foundation pile column are arranged vertically.
Preferably, the side wall of the second foundation pile is provided with an air hole, and the upper end of the pile head is provided with a counter bore.
Preferably, compression spring's one end fixed connection is in the telescopic internal surface of cylinder, compression spring one end fixedly connected with limiting plate, the upper end fixedly connected with fixed plate of limiting plate, the one end fixed mounting of fixed plate has the gasket, the gasket sets up to the elastic gasket, one side of fixed plate and the lower fixed surface of pile cap are connected.
Compared with the prior art, the beneficial effects of the utility model are that:
1. the utility model discloses a lower extreme fixed mounting of first foundation pile has the second foundation pile, first foundation pile and second foundation pile all set up to hollow cylinder foundation pile, the second foundation pile is perpendicular to be set up with first foundation pile, the both sides of second foundation pile fixedly connected with connecting block, the upper end of connecting block is fixed with the backup pad, the one end of backup pad and the fixed welding of second foundation pile, it designs to support connecting block and second foundation pile to be integrated into one piece, the backup pad is the slope setting, second foundation pile is provided with three groups, be provided with two sets of strengthening ribs on the outer wall of second foundation pile, through the design of connecting block and backup pad, the second foundation pile column can be well fixed, the reinforcing ribs play a role in auxiliary fixation, so that the second foundation pile column is tougher, and the connecting block and the supporting plate are designed in the middle position, so that the second foundation pile column is prevented from being broken from the middle to a certain extent, and the service life of the second foundation pile column is prolonged;
2. the utility model discloses a lower extreme fixed mounting of pile cap has the cushion socket, the interior bottom fixed mounting of cushion socket has the antidetonation pad, the inside equidistant of cushion socket is provided with the cylinder sleeve, the telescopic inside of cylinder is provided with compression spring, compression spring's one end fixed connection is in the telescopic internal surface of cylinder, compression spring one end fixedly connected with limiting plate, the upper end fixedly connected with fixed plate of limiting plate, the one end fixed mounting of fixed plate has the gasket, the gasket sets up to resilient means, one side of fixed plate and pile cap's lower fixed surface are connected, the cylinder sleeve plays the effect that slows down compression spring shape variable speed and degree, wherein the cushion absorbs certain impact and seismic force, avoided the building that takes place because of vibrations to collapse to a certain extent.
Drawings
Fig. 1 is a schematic structural plan view of the present invention;
FIG. 2 is a schematic structural view of the shock absorbing seat of the present invention;
FIG. 3 is a perspective view of the present invention;
fig. 4 is a schematic structural view of the pile head of the present invention.
In the figure: 1. a shock absorbing seat; 2. a pile cap; 3. a first foundation pile column; 4. a metal ball; 5. a second foundation pile column; 6. reinforcing ribs; 7. a support plate; 8. connecting blocks; 9. pile head; 10. a barb; 11. a limiting plate; 12. a compression spring; 13. a fixing plate; 14. a gasket; 15. an anti-seismic pad; 16. a thread; 17. a counter bore; 18. air holes are formed; 19. a cylindrical sleeve.
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. 1-4, the present invention provides a technical solution: a novel anti-seismic building pile comprises a pile cap 2, which adopts a reinforced concrete structure and bears the downward transmission effect to transmit the pier body load to a foundation pile;
the lower end of the pile cap 2 is fixedly provided with a shock absorption seat 1, the inner bottom of the shock absorption seat 1 is fixedly provided with shock absorption pads 15, the interior of the shock absorption seat 1 is provided with cylindrical sleeves 19 at equal intervals, compression springs 12 are arranged inside the cylindrical sleeves 19, one ends of the compression springs 12 are fixedly connected to the inner surfaces of the cylindrical sleeves 19, one ends of the compression springs 12 are fixedly connected with limiting plates 11, the upper ends of the limiting plates 11 are fixedly connected with fixing plates 13, one ends of the fixing plates 13 are fixedly provided with gaskets 14, the gaskets 14 are elastic gaskets, one sides of the fixing plates 13 are fixedly connected with the lower surface of the pile cap 2, and the cylindrical sleeves 19 play a role in slowing down the deformation speed and the degree of the compression springs, wherein the shock absorption pads absorb certain impact and shock force and play a shock-proof role to a certain extent;
a first foundation pile column 3 is fixedly installed at the lower end of the shock absorption seat 1, a metal ball 4 is arranged inside the first foundation pile column 3, and the metal ball 4 rolls to play a certain auxiliary shock absorption effect;
the lower end of the first foundation pile 3 is fixedly provided with a second foundation pile 5, the first foundation pile 3 and the second foundation pile 5 are both arranged into hollow cylindrical foundation piles, the second foundation pile 5 is perpendicular to the first foundation pile 3, two sides of the second foundation pile 5 are fixedly connected with connecting blocks 8, the upper end of each connecting block 8 is fixed with a supporting plate 7, one end of each supporting plate 7 is fixedly welded with the second foundation pile 5, each supporting connecting block 8 and the second foundation pile 5 are integrally formed, each supporting plate 7 is obliquely arranged, the second foundation pile 5 is provided with three groups, two groups of reinforcing ribs 6 are arranged on the outer wall of the second foundation pile 5, the second foundation pile can be well fixed through the design of the connecting blocks 8 and the supporting plates 7, the reinforcing ribs 6 play a role in auxiliary fixation, so that the second foundation pile 5 is more tough, the connecting blocks 8 and the supporting plates 7 are designed in the middle position, and the second foundation pile 5 is prevented from being broken from the middle, the life of the second foundation pile 5 is prolonged;
the bottom end of the second foundation pile 5 is fixedly connected with a pile head 9, the outer wall of the pile head 9 is provided with threads 16, the pile head 9 is arranged in a conical shape, the outer wall of the pile head 9 is provided with a barb 10, the side wall of the second foundation pile 5 is provided with an air vent 18, the upper end of the pile head 9 is provided with a counter bore 17, cement is poured from the upper end of the second foundation pile 5, and the air vent 18 can reduce bubbles generated in the concrete so as to achieve large pouring of the concrete;
the working principle is as follows: the building pile is characterized in that a second foundation pile 5 is fixedly arranged at the lower end of a first foundation pile 3, the first foundation pile 3 and the second foundation pile 5 are both arranged into hollow cylindrical foundation piles, the second foundation pile 5 is perpendicular to the first foundation pile 3, connecting blocks 8 are fixedly connected to two sides of the second foundation pile 5, a supporting plate 7 is fixed to the upper end of each connecting block 8, one end of each supporting plate 7 is fixedly welded to the corresponding second foundation pile 5, the supporting connecting blocks 8 and the corresponding second foundation piles 5 are integrally formed, the supporting plates 7 are obliquely arranged, the second foundation piles 5 are provided with three groups, two groups of reinforcing ribs 6 are arranged on the outer wall of the second foundation pile 5, the second foundation piles can be fixed well through the design of the connecting blocks 8 and the supporting plates 7, the reinforcing ribs 6 play a role in auxiliary fixing, the second foundation pile 5 is tough, the connecting blocks 8 and the supporting plates 7 are designed at the middle positions, the second foundation pile 5 is prevented from being broken from the middle, the service life of the second foundation pile 5 is prolonged, the lower end of the pile cap 2 is fixedly provided with a shock absorption seat 1, the inner bottom of the shock absorption seat 1 is fixedly provided with a shock-proof cushion 15, the interior of the shock absorption seat 1 is provided with cylindrical sleeves 19 at equal intervals, compression springs 12 are arranged in the cylindrical sleeves 19, one ends of the compression springs 12 are fixedly connected with the inner surface of the cylindrical sleeves 19, one ends of the compression springs 12 are fixedly connected with a limiting plate 11, the upper ends of the limiting plate 11 are fixedly connected with a fixing plate 13, one ends of the fixing plate 13 are fixedly provided with gaskets 14, the gaskets 14 are elastic gaskets, one side of the fixing plate 13 is fixedly connected with the lower surface of the pile cap 2, the cylindrical sleeves 19 play a role in slowing down the variable speed and the degree of the compression springs, wherein the shock-proof cushion absorbs certain impact and shock force and plays a role in shock resistance to a certain extent, the building collapse caused by vibration is avoided to a certain extent.
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 (7)

1. The utility model provides a novel antidetonation building pile, includes pile cap (2), its characterized in that: the lower end of the pile cap (2) is fixedly provided with a shock absorption seat (1), the inner bottom of the shock absorption seat (1) is fixedly provided with a shock absorption pad (15), the inside of the shock absorption seat (1) is provided with cylindrical sleeves (19) at equal intervals, the inside of each cylindrical sleeve (19) is provided with a compression spring (12), the lower end of the shock absorption seat (1) is fixedly provided with a first foundation pile column (3), the inside of each first foundation pile column (3) is provided with a metal ball (4), the lower end of each first foundation pile column (3) is fixedly provided with a second foundation pile column (5), the bottom of each second foundation pile column (5) is fixedly connected with a pile head (9), the outer wall of each pile head (9) is provided with a thread (16), the two sides of each second foundation pile column (5) are fixedly connected with a connecting block (8), the upper end of each connecting block (8) is fixed with a supporting plate (7), one end of the supporting plate (7) is fixedly connected with the second foundation pile column (5).
2. A novel earthquake-resistant building pile according to claim 1, wherein: the support connecting block (8) and the second foundation pile column (5) are designed to be integrally formed, and the support plate (7) is obliquely arranged.
3. A novel earthquake-resistant building pile according to claim 1, wherein: the second foundation pile column (5) is provided with three groups, and the outer wall of the second foundation pile column (5) is provided with two groups of reinforcing ribs (6).
4. A novel earthquake-resistant building pile according to claim 1, wherein: the pile head (9) is arranged in a conical manner, and barbs (10) are arranged on the outer wall of the pile head (9).
5. A novel earthquake-resistant building pile according to claim 1, wherein: first foundation pile post (3) and second foundation pile post (5) all set up to hollow cylinder foundation pile post, second foundation pile post (5) are perpendicular setting with first foundation pile post (3).
6. A novel earthquake-resistant building pile according to claim 1, wherein: the side wall of the second foundation pile column (5) is provided with an air hole (18), and the upper end of the pile head (9) is provided with a counter bore (17).
7. A novel earthquake-resistant building pile according to claim 1, wherein: one end fixed connection of compression spring (12) is in the internal surface of cylinder sleeve (19), compression spring (12) one end fixedly connected with limiting plate (11), the upper end fixedly connected with fixed plate (13) of limiting plate (11), the one end fixed mounting of fixed plate (13) has gasket (14), gasket (14) set up to the elastic gasket, the lower fixed surface of one side and pile cap (2) of fixed plate (13) is connected.
CN202022889266.XU 2020-12-03 2020-12-03 Novel anti-seismic building pile Expired - Fee Related CN214272114U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022889266.XU CN214272114U (en) 2020-12-03 2020-12-03 Novel anti-seismic building pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022889266.XU CN214272114U (en) 2020-12-03 2020-12-03 Novel anti-seismic building pile

Publications (1)

Publication Number Publication Date
CN214272114U true CN214272114U (en) 2021-09-24

Family

ID=77779500

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022889266.XU Expired - Fee Related CN214272114U (en) 2020-12-03 2020-12-03 Novel anti-seismic building pile

Country Status (1)

Country Link
CN (1) CN214272114U (en)

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Granted publication date: 20210924