CN214574090U

CN214574090U - Anti-seismic building pile for construction engineering

Info

Publication number: CN214574090U
Application number: CN202120455864.8U
Authority: CN
Inventors: 仇小英
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-03-03
Filing date: 2021-03-03
Publication date: 2021-11-02
Anticipated expiration: 2031-03-03

Abstract

The utility model discloses an anti-seismic building pile for building engineering relates to building engineering technical field. The utility model provides an antidetonation type building pile for building engineering, includes the column cap, column cap top fixedly connected with cylinder, and the column cap bottom is arrow point type structure, and cylinder top fixedly connected with shock-absorbing structure, shock-absorbing structure include the fixed station, fixed station bottom and cylinder top fixed connection, and the fixed station inner wall is provided with fixed chamber, and the fixed chamber top is the open mode, and the fixed slot has been seted up to fixed chamber bottom inner wall, and the fixed slot is equipped with a plurality ofly. The utility model discloses a fixed connection's second spring between the ball of the inside activity of shifting chute and support column and the rubber column inner wall rocks around the building when receiving the earthquake transverse wave, and the ball rolls in the shifting chute and drives the support column removal, and the second spring of horizontal setting can weaken horizontal vibrations, and the transverse wave when can alleviating the earthquake has reached the effect that reduces the earthquake transverse wave and harm to the building.

Description

Anti-seismic building pile for construction engineering

Technical Field

The utility model relates to a building engineering technical field specifically is a building engineering is with antidetonation type building pile.

Background

The pile foundation is a deep foundation which combines the tops of a plurality of piles into a whole through a bearing platform and bears dynamic and static loads together, the piles are vertical or inclined foundation components arranged in soil and are used for penetrating through soft high-compressibility soil layers or water and transmitting the loads borne by the piles to harder, denser or less compressible foundation bearing layers, and the piles in the pile foundation are generally called foundation piles.

At present, the traditional building structure shock absorption method is usually to enhance the strength of a heavy beam and a bearing wall to improve the shock resistance of a building, but for a heavy earthquake with more than 7 grades, the simple method for enhancing the structural strength of the building loses the shock absorption and protection capabilities due to horizontal and oblique earthquake, and particularly in areas with frequent earthquakes, the traditional building shock resistance structure is difficult to meet the safety requirements of people.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide an anti-seismic building pile for building engineering to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides an antidetonation type building pile for building engineering, includes the column cap, column cap top fixedly connected with cylinder, the column cap bottom is arrow point type structure, cylinder top fixedly connected with shock-absorbing structure, shock-absorbing structure includes the fixed station, fixed station bottom and cylinder top fixed connection, the fixed station inner wall is provided with the fixed chamber, the fixed chamber top is the open mode, the fixed slot has been seted up to fixed chamber bottom inner wall, the fixed slot is equipped with a plurality ofly, the first spring of fixed slot bottom inner wall fixedly connected with, first spring top fixedly connected with fixed column, fixed column top fixedly connected with rubber column, the rubber column is high elasticity polymer material.

Preferably, the rubber column inner wall is provided with the removal chamber, the shifting chute has been seted up to removal chamber bottom inner wall, the shifting chute has a plurality ofly, it is open state to remove the chamber top.

Preferably, the inner wall of the moving groove is movably connected with a supporting column, the bottom of the supporting column is provided with a ball groove, the inner wall of the ball groove is movably connected with a ball, the ball is in contact with the moving groove, and the ball and the supporting column are of an integrally formed structure.

Preferably, support column top fixedly connected with spliced pole, the equal fixedly connected with second spring of spliced pole both sides outer wall, second spring top fixedly connected with fixing base, the fixing base top with remove the equal fixed connection of chamber both sides inner wall.

Preferably, the top of the connecting column is fixedly connected with a bearing table, and the bearing table is made of concrete materials.

Compared with the prior art, the beneficial effects of the utility model are that:

this anti-seismic building pile for building engineering, through the ball of the inside activity of shifting chute and the second spring of fixed connection between support column and the rubber column inner wall, rock around the building when receiving earthquake transverse wave, the ball rolls in the shifting chute and drives the support column removal, and the horizontal second spring that sets up can weaken horizontal vibrations, and the transverse wave when can alleviating the earthquake has reached the effect that reduces earthquake transverse wave and harm to the building.

Drawings

Fig. 1 is a southwest axis measuring diagram of the present invention;

fig. 2 is a schematic front view of the present invention;

FIG. 3 is a perspective view of the fixing cavity of the present invention;

FIG. 4 is a schematic sectional view A-A of the present invention;

FIG. 5 is a schematic cross-sectional view of the present invention taken along line B-B;

fig. 6 is a schematic top view of the moving chamber of the present invention;

FIG. 7 is a perspective view of the movable chamber of the present invention

Fig. 8 is a schematic top perspective view of the present invention.

In the figure: 1. a column cap; 2. a cylinder; 3. a shock-absorbing structure; 4. a rubber column; 5. a receiving table; 6. a fixed table; 7. a moving groove; 8. a support pillar; 9. connecting columns; 11. fixing grooves; 12. a first spring; 13. fixing a column; 14. a ball bearing; 16. a fixed seat; 17. a second spring; 18. a moving chamber; 19. and fixing the cavity.

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.

It should be noted that, in the description of the present invention, the terms "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, which is only for the convenience of description and simplification of the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.

Further, it will be appreciated that the dimensions of the various elements shown in the figures are not drawn to scale, for ease of description, and that the thickness or width of some layers may be exaggerated relative to other layers, for example.

It should be noted that like reference numerals and letters refer to like items in the following figures, and thus, once an item is defined or illustrated in one figure, it will not need to be further discussed or illustrated in detail in the description of the following figure.

As shown in fig. 1-8, the utility model provides a technical solution: the utility model provides an antidetonation type building pile for building engineering, including

column cap

1, 1 top fixedly connected with cylinder 2 of column cap, 1 bottom of column cap is arrow point type structure, 2 top fixedly connected with shock-absorbing structure 3 of cylinder, shock-absorbing structure 3 includes

fixed station

6, 6 bottoms of fixed station and 2 top fixed connection of cylinder, 6 inner walls of fixed station are provided with

fixed chamber

19, 19 tops of fixed chamber are open state, fixed slot 11 has been seted up to 19 bottom inner walls of fixed chamber, fixed slot 11 is equipped with a plurality ofly, the first spring 12 of the 11 bottom inner wall fixedly connected with of fixed slot, first spring 12 top fixedly connected with fixed

column

13, 13 top fixedly connected with rubber column 4 of fixed column, rubber column 4 is high elasticity polymer material.

4 inner walls of rubber column are provided with removes chamber 18, remove 18 bottom inner walls in chamber and seted up shifting chute 7, shifting chute 7 has a plurality ofly, it is the open mode to remove 18 tops in chamber, 7 inner wall swing joint in shifting chute has support column 8, the ball groove has been seted up to 8 bottoms of support column, ball inslot wall swing joint has ball 14, ball 14 contacts with shifting chute 7, ball 14 and support column 8 are the integrated into one piece structure, 8 top fixedly connected with spliced poles 9 of support column, the equal fixedly connected with second spring 17 of spliced pole 9 both sides outer wall, second spring 17 top fixedly connected with

fixing base

16, 16 tops of fixing base and the equal fixed connection of 18 both sides inner walls in chamber that remove, 9 tops of spliced poles fixedly connected with take-up platform 5, take up platform 5 is concrete material.

The working principle is as follows: when using this anti-seismic building pile for building engineering, at first will place in the pile foundation of beating in advance through column cap 1 and cylinder 2, be connected shock-absorbing

structure

3 and 2 tops of cylinder again, when taking place the earthquake, accept platform 5 receives and drives spliced pole 9 and drive support column 8 downstream after vertical vibrations, accept platform 5 simultaneously and drive rubber column 4 downstream, rubber column 4 drives fixed column 13 and first spring 12 syntropy and cushions the shock attenuation through first spring 12, fine shock attenuation effect has been played to vertical vibrations, take place lateral displacement after horizontal vibrations, through extrudeing spliced pole 9 and cushion the shock attenuation through second spring 17, support column 8 drives spliced pole 9 and removes about in shifting chute 7, each part automatic re-setting after vibrations finish.

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

1. The utility model provides an antidetonation type building pile for building engineering, includes column cap (1), its characterized in that: the top of the column head (1) is fixedly connected with a column body (2), the bottom of the column head (1) is of an arrow-shaped structure, the top of the column body (2) is fixedly connected with a damping structure (3), the damping structure (3) comprises a fixed platform (6), the bottom of the fixed table (6) is fixedly connected with the top of the column body (2), a fixed cavity (19) is arranged on the inner wall of the fixed table (6), the top of the fixed cavity (19) is in an open state, the inner wall of the bottom of the fixed cavity (19) is provided with a fixed groove (11), a plurality of fixing grooves (11) are arranged, the inner wall of the bottom of each fixing groove (11) is fixedly connected with a first spring (12), the top of the first spring (12) is fixedly connected with a fixing column (13), the top of the fixing column (13) is fixedly connected with a rubber column (4), and the rubber column (4) is made of a high-elasticity polymer material.

2. An earthquake-resistant building pile for constructional engineering according to claim 1, characterized in that: the rubber column (4) inner wall is provided with removes chamber (18), removal chamber (18) bottom inner wall has seted up removal groove (7), removal groove (7) have a plurality ofly, removal chamber (18) top is open state.

3. An earthquake-resistant building pile for constructional engineering as claimed in claim 2, wherein: the ball bearing is characterized in that a support column (8) is movably connected to the inner wall of the moving groove (7), a ball groove is formed in the bottom of the support column (8), a ball (14) is movably connected to the inner wall of the ball groove, the ball (14) is in contact with the moving groove (7), and the ball (14) and the support column (8) are of an integrally formed structure.

4. An earthquake-resistant building pile for constructional engineering as claimed in claim 3, wherein: support column (8) top fixedly connected with spliced pole (9), the equal fixedly connected with second spring (17) of spliced pole (9) both sides outer wall, second spring (17) top fixedly connected with fixing base (16), fixing base (16) top and the equal fixed connection of removal chamber (18) both sides inner wall.

5. An earthquake-resistant building pile for constructional engineering according to claim 4, wherein: the top of the connecting column (9) is fixedly connected with a bearing table (5), and the bearing table (5) is made of concrete materials.