CN211172048U

CN211172048U - Embedded structure of pile foundation for construction engineering construction

Info

Publication number: CN211172048U
Application number: CN201922019025.7U
Authority: CN
Inventors: 刘毅
Original assignee: 刘毅
Current assignee: Shandong Quanshun Engineering Design Supervision Co.,Ltd.
Priority date: 2019-11-21
Filing date: 2019-11-21
Publication date: 2020-08-04
Anticipated expiration: 2029-11-21

Abstract

The utility model discloses a building engineering construction is with built-in structure of pile foundation relates to building engineering technical field. The utility model discloses a pile foundation main body, the top of pile foundation main body is fixed with buffer gear, and the top of buffer gear is fixed with the cylinder, and the bottom of pile foundation main body is fixed with the fixed station, and the bottom of fixed station is fixed with the support column, and the outside of support column is fixed with damper, and damper's outside is fixed with the support frame; buffer gear includes backup pad, protective housing, guide pillar, guide pin bushing, supporter, fixed plate, riser, buffer spring and bottom plate, and the inside of protective housing is fixed with the backup pad, and the bottom of backup pad is fixed with the supporter. The utility model discloses a series of improvements make the device under support frame and damper's effect, weaken impact force by a wide margin, and then can be fine to the pile foundation consolidate with stable, and correct the inclination of cylinder through buffer gear to less cost of maintenance.

Description

Embedded structure of pile foundation for construction engineering construction

Technical Field

The utility model relates to a building engineering technical field, more specifically say, relate to a building engineering construction is with inlaying solid structure of pile foundation.

Background

The pile foundation is a deep foundation consisting of piles and pile bearing platforms connected with the pile tops or a single pile foundation connected with the pile foundations through columns, if the pile bodies are completely buried in the soil, the bottom surfaces of the bearing platforms are in contact with the soil body, the pile foundation is called a low bearing platform pile foundation, if the upper parts of the pile bodies are exposed out of the ground and the bottom surfaces of the bearing platforms are located above the ground, the pile foundation is called a high bearing platform pile foundation, and the embedded structure of the pile foundation for building engineering construction is a structure for fixedly embedding the pile foundation.

When current device uses under the geological environment of many shakes, the support of single pole is slope very easily, and the vibration that produces under factors such as high wind and self dead weight produces with warping and damages, the utility model discloses a new solution is proposed to above problem.

SUMMERY OF THE UTILITY MODEL

1. Technical problem to be solved

To the problem that exists among the prior art, the utility model aims to provide a building engineering is build solid structure with inlaying of pile foundation to solve the technical problem who mentions among the background art.

2. Technical scheme

In order to solve the above problems, the utility model adopts the following technical proposal.

An embedded structure of a pile foundation for construction of building engineering comprises a pile foundation main body, wherein a buffer mechanism is fixed at the top of the pile foundation main body, a cylinder is fixed at the top of the buffer mechanism, a fixed table is fixed at the bottom of the pile foundation main body, a support column is fixed at the bottom of the fixed table, a damping mechanism is fixed outside the support column, and a support frame is fixed outside the damping mechanism;

the buffer mechanism comprises a supporting plate, a protective shell, a guide pillar, a guide sleeve, a supporting body, a fixing plate, a vertical plate, a buffer spring and a bottom plate, wherein the supporting plate is fixed inside the protective shell, the supporting body is fixed at the bottom of the supporting plate, the guide pillar is fixed on one side of the supporting body, the guide sleeve is fixed at the bottom of the guide pillar, the fixing plate is fixed at the bottom of the supporting body, the buffer spring is fixed at the bottom of the fixing plate, the vertical plate is fixed on two sides of the buffer spring, and the bottom plate is fixed at the bottom of the buffer.

Preferably, the damping mechanism comprises a connecting column, a housing and a compression spring, the compression spring is fixed in the housing, and the connecting column is fixed on one side of the compression spring.

In any of the above schemes, preferably, guide pillars are fixed to four end corners of the bottom of the support plate.

In any of the above schemes, preferably, the guide post and the guide sleeve, and the fixing plate and the vertical plate are in clearance fit.

In any of the above schemes, preferably, the through holes are formed in both sides of the bottom plate, and the bottom plate is connected with the protective shell through bolts.

In any of the above schemes, preferably, one side of the connecting column penetrates through the surface of the shell, and the connecting column is connected with the shell in a welding mode.

3. Advantageous effects

Compared with the prior art, the utility model has the advantages of:

(1) the utility model discloses whether can normally use when checking the device at first, then when using under the geological environment of many shakes, be fixed with four support frames through the fixed station bottom equipartition, carry out the multi-rod to the device and fix, and transmit the impact force to the spliced pole through the support frame, and through the spliced pole to inside extrusion and compression spring's pressure bounce-back, thereby make the impact force weaken by a wide margin, and then can be fine to the pile foundation consolidate and stabilize;

(2) the utility model discloses when the device is receiving natural disasters such as fierce wind, will bear the vibrations power transmission that receives for the backup pad through the cylinder to make the backup pad drive the guide pillar and incline and descend, and drive the supporter and move down, make buffer spring compress, through buffer spring's bounce-back behind the compression, make the backup pad be in the slope always under fierce wind and descend and the process that the bounce-back rises, thereby constantly correct the angle of cylinder, and then guarantee the intact of cylinder.

Drawings

Fig. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a schematic view of a connection structure of the buffering mechanism of the present invention;

fig. 3 is a schematic view of the connection structure of the damping mechanism of the present invention.

The reference numbers in the figures illustrate:

1. a pile foundation main body; 2. a buffer mechanism; 3. a cylinder; 4. a fixed table; 5. a support frame; 6. a support pillar; 7. a damping mechanism; 8. a support plate; 9. a protective shell; 10. a guide post; 11. a guide sleeve; 12. a support body; 13. a fixing plate; 14. a vertical plate; 15. a buffer spring; 16. a base plate; 17. connecting columns; 18. a housing; 19. compressing the spring.

Detailed Description

The technical solution in the embodiment of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiment of the present invention; obviously, the described embodiments are only a part of the embodiments of the present invention, and not all embodiments, and all other embodiments obtained by those skilled in the art without any inventive work are within the scope of the present invention based on the embodiments of the present invention.

In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it should be noted that, unless explicitly stated or limited otherwise, the terms "mounted," "disposed," "sleeved/connected," "connected," and the like are used in a broad sense, and for example, "connected," may be fixedly connected, detachably connected, or integrally connected, mechanically connected, electrically connected, directly connected, indirectly connected through an intermediate medium, or connected between two elements.

The specific embodiment is as follows:

referring to fig. 1-3, an embedding structure of a pile foundation for construction of a building engineering includes a pile foundation main body 1, a buffer mechanism 2 is fixed at the top of the pile foundation main body 1, a column body 3 is fixed at the top of the buffer mechanism 2, a fixed table 4 is fixed at the bottom of the pile foundation main body 1, a support column 6 is fixed at the bottom of the fixed table 4, a damping mechanism 7 is fixed outside the support column 6, and a support frame 5 is fixed outside the damping mechanism 7;

the buffer mechanism 2 comprises a supporting plate 8, a protective shell 9, a guide post 10, a guide sleeve 11, a supporting body 12, a fixing plate 13, a vertical plate 14, a buffer spring 15 and a bottom plate 16, the supporting plate 8 is fixed inside the protective shell 9, the supporting body 12 is fixed at the bottom of the supporting plate 8, the guide post 10 is fixed on one side of the supporting body 12, the guide sleeve 11 is fixed at the bottom of the guide post 10, the fixing plate 13 is fixed at the bottom of the supporting body 12, the buffer spring 15 is fixed at the bottom of the fixing plate 13, the vertical plates 14 are fixed on two sides of the buffer spring 15, and the bottom plate 16 is.

In the present embodiment, in order to enable the damper mechanism 7 to better damp vibration, the damper mechanism 7 includes a connecting column 17, a housing 18, and a compression spring 19, the compression spring 19 is fixed inside the housing 18, and the connecting column 17 is fixed to one side of the compression spring 19.

In the present embodiment, in order to enable the support plate 8 to be precisely lifted, guide posts 10 are fixed to four end corners of the bottom of the support plate 8.

In the embodiment, in order to enable the guide pillar 10 and the fixing plate 13 to be lifted and lowered quickly, the guide pillar 10 and the guide sleeve 11 and the fixing plate 13 are in clearance fit with the vertical plate 14.

In this embodiment, in order to make the connection between the compression spring 19 and the protective casing 9 more firm, the through holes are opened on both sides of the bottom plate 16, and the bottom plate 16 is connected with the protective casing 9 through bolts.

In the present embodiment, in order to make the connection of the connection post 17 and the housing 18 more secure, one side of the connection post 17 penetrates through the surface of the housing 18, and the connection post 17 and the housing 18 are welded.

The working principle is as follows:

when the device is used, whether the device can be normally used is firstly checked, then when the device is used under a multi-vibration geological environment, four support frames 5 are uniformly distributed and fixed at the bottom of a fixed table 4, the device is fixed by multiple rods, impact force is transmitted to a connecting column 17 through the support frames 5, the connecting column 17 extrudes inwards and the pressure of a compression spring 19 rebounds, so that the impact force is greatly weakened, the pile foundation can be well reinforced and stabilized, when the device is subjected to natural disasters such as gusty wind and the like, the borne vibration force is transmitted to a support plate 8 through a cylinder 3, so that the support plate 8 drives a guide post 10 to obliquely descend and drives a support body 12 to move downwards, a buffer spring 15 is compressed, and the support plate 8 is always in the processes of oblique descent and rebound ascent under the gusty wind through the rebound of the buffer spring 15 after compression, thereby continuously correcting the angle of the column body 3 and further ensuring the integrity of the column body 3.

The above description is only the preferred embodiment of the present invention; the scope of the present invention is not limited thereto. Any person skilled in the art should also be able to cover the technical scope of the present invention by replacing or changing the technical solution and the improvement concept of the present invention with equivalents and modifications within the technical scope of the present invention.

Claims

1. The embedded structure of the pile foundation for the construction of the building engineering comprises a pile foundation main body (1) and is characterized in that a buffering mechanism (2) is fixed at the top of the pile foundation main body (1), a cylinder (3) is fixed at the top of the buffering mechanism (2), a fixed table (4) is fixed at the bottom of the pile foundation main body (1), a supporting column (6) is fixed at the bottom of the fixed table (4), a damping mechanism (7) is fixed outside the supporting column (6), and a supporting frame (5) is fixed outside the damping mechanism (7);

the buffer mechanism (2) comprises a supporting plate (8), a protective shell (9), a guide post (10), a guide sleeve (11), a supporting body (12), a fixing plate (13), a vertical plate (14), a buffer spring (15) and a bottom plate (16), wherein the supporting plate (8) is fixed inside the protective shell (9), the supporting body (12) is fixed at the bottom of the supporting plate (8), the guide post (10) is fixed at one side of the supporting body (12), the guide sleeve (11) is fixed at the bottom of the guide post (10), the fixing plate (13) is fixed at the bottom of the supporting body (12), the buffer spring (15) is fixed at the bottom of the fixing plate (13), the vertical plates (14) are fixed at two sides of the buffer spring (15), and the bottom plate (16) is fixed at the bottom of the buffer spring (.

2. The embedment structure of a pile foundation for construction of a construction project as claimed in claim 1, wherein: the damping mechanism (7) comprises a connecting column (17), a shell (18) and a compression spring (19), the compression spring (19) is fixed inside the shell (18), and the connecting column (17) is fixed on one side of the compression spring (19).

3. The embedment structure of a pile foundation for construction of a construction project as claimed in claim 1, wherein: guide posts (10) are fixed at four end corners of the bottom of the supporting plate (8).

4. The embedment structure of a pile foundation for construction of a construction project as claimed in claim 1, wherein: the guide post (10) and the guide sleeve (11) are in clearance fit with each other, and the fixing plate (13) and the vertical plate (14) are in clearance fit with each other.

5. The embedment structure of a pile foundation for construction of a construction project as claimed in claim 1, wherein: the through holes are formed in the two sides of the bottom plate (16), and the bottom plate (16) is connected with the protective shell (9) through bolts.

6. The embedment structure of a pile foundation for construction of a construction project as recited in claim 2, wherein: one side of the connecting column (17) penetrates through the surface of the shell (18), and the connecting column (17) is connected with the shell (18) in a welding mode.