Anti-seismic pile foundation reinforcing mechanism

Abstract

The utility model discloses an anti-seismic pile foundation reinforcing mechanism, and relates to the technical field of building reinforcement, the anti-seismic pile foundation reinforcing mechanism comprises a foundation pile body, the surface of the foundation pile body is fixedly sleeved with a fixing seat, the four sides of the surface of the fixing seat are fixedly provided with four positioning pieces, and the positioning pieces are fixedly connected with the fixing seat. A reinforcing device is detachably installed at one end of the surface of the foundation pile body, the splicing position of a bearing column poured on the top face of the foundation pile body and the foundation pile body is reinforced through the reinforcing device, meanwhile, under cooperation of the reinforcing device, the bearing force of the foundation pile body is shared, and the stability of the foundation pile body is improved; the fixing base, the four positioning pieces and the four auxiliary foundation piles are formed by pouring spliced steel bars in cooperation with concrete and are of an integrated structure, and under the cooperation of the four positioning pieces and the four auxiliary foundation piles on the four sides of the surface of the fixing base, the stress area of the foundation pile body is increased, and the stability of the foundation pile body is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of building reinforcement, in particular to an earthquake-resistant pile foundation reinforcement mechanism. Background Art

[0002] Due to various reasons such as survey, design, construction, changes in functional use and changes in the surrounding environment, the bearing capacity of the original foundation soil layer may be insufficient, which may cause the subsequently constructed buildings to easily sink. In order to ensure the stability of the building, it is necessary to reinforce it with pile foundations.

[0003] However, the existing pile foundations are mainly constructed by drilling and pouring concrete, and most of them are one-piece structures. In areas prone to earthquakes, the one-piece poured pile foundation structure has poor seismic resistance. It is fixed only by pouring the part under the ground, and has poor stability. After the existing pile foundations are poured, it is necessary to cast and splice the load-bearing columns on the top. However, the load-bearing columns are supported only by the pile bodies, resulting in the pressure on the load-bearing columns being borne by the piles, which can easily cause cracks in the piles and poor stability. Utility Model Content

[0004] In order to solve the problem that the existing one-piece cast pile foundation structure has poor earthquake resistance and only supports its load-bearing columns through the pile body, which easily leads to cracks in the pile and poor stability; the purpose of the utility model is to provide an earthquake-resistant pile foundation reinforcement mechanism.

[0005] In order to solve the above technical problems, the utility model adopts the following technical solutions: an earthquake-resistant pile foundation reinforcement mechanism, comprising a pile body, a surface fixing sleeve of the pile body is provided with a fixing seat, and positioning pieces are fixedly installed on four sides of the surface of the fixing seat, and the number of the positioning pieces is four; a reinforcement device is detachably installed on one end of the surface of the pile body, and the reinforcement device comprises a first fixing sleeve, and a second fixing sleeve is detachably installed on one side of the first fixing sleeve;

[0006] One side of the second fixed sleeve is symmetrically installed with splicing buckles, and the number of the splicing buckles is two. The two positioning splicing buckles are slidably inserted in one side of the first fixed sleeve, and a rotating sleeve is fixedly installed in the middle of one side of the surface of the first fixed sleeve and the second fixed sleeve. A rotating part is rotatably installed in the rotating sleeve, and a supporting leg is fixedly installed on one side of the rotating part. A supporting seat is fixedly installed on the bottom end of the supporting leg, and a positioning bolt is threadedly clamped in the support seat. The positioning bolt passes through the support seat and is threadedly clamped in the positioning part.

[0007] Preferably, auxiliary foundation piles are installed on the bottom surfaces of the four positioning members, the number of the auxiliary foundation piles is four, and the four auxiliary foundation piles cooperate with the foundation pile body through four positioning members and fixing seats.

[0008] Preferably, a stabilizing frame is fixedly installed on one side of the two supporting legs, the number of the stabilizing frames is two, and a stabilizing seat is fixedly installed on the bottom ends of the two stabilizing frames, and the bottom surface of the stabilizing seat is in contact with the top surface of the fixing seat.

[0009] Compared with the prior art, the beneficial effects of the present invention are:

[0010] 1. In the utility model, the load-bearing column cast on the top surface of the pile body and the joint of the pile body are reinforced by the reinforcement device. At the same time, with the cooperation of the reinforcement device, the load-bearing force of the pile body is shared to increase the stability of the pile body;

[0011] 2. In the utility model, the fixed seat, four positioning pieces and four auxiliary foundation piles are all formed by splicing steel bars and pouring concrete, forming an integrated structure. With the cooperation of the four positioning pieces on the four sides of the fixed seat surface and the four auxiliary foundation piles, the force-bearing area of ​​the foundation pile body is increased and its stability is increased. BRIEF DESCRIPTION OF THE DRAWINGS

[0012] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0013] Figure 1 This is a schematic diagram of the overall structure of the utility model.

[0014] Figure 2 This is a schematic diagram of the structure of the foundation pile body and the stabilizing seat of the utility model.

[0015] Figure 3 This is a schematic diagram of the structure of the reinforcement device of the utility model.

[0016] Figure 4 For this utility model Figure 3 A magnified view of the structure in the middle.

[0017] In the figure: 1. pile body; 11. reserved steel bars; 12. positioning ring; 2. fixing seat; 21. positioning piece; 22. auxiliary pile; 3. reinforcement device; 31. first fixing sleeve; 311. positioning pin; 312. positioning hole; 32. second fixing sleeve; 321. splicing buckle; 33. rotating sleeve; 34. rotating piece; 35. supporting leg; 36. supporting seat; 361. positioning bolt; 37. stabilizing frame; 371. stabilizing seat. DETAILED DESCRIPTION

[0018] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0019] Example: Figure 1-4 As shown, the utility model provides an earthquake-resistant pile foundation reinforcement mechanism, including a pile body 1, a surface fixing sleeve of the pile body 1 is provided with a fixing seat 2, and positioning members 21 are fixedly installed on four sides of the surface of the fixing seat 2, and the number of positioning members 21 is four, and a reinforcement device 3 is detachably installed on one end of the surface of the pile body 1, and the reinforcement device 3 includes a first fixing sleeve 31, and a second fixing sleeve 32 is detachably installed on one side of the first fixing sleeve 31, and a splicing buckle 321 is symmetrically installed on one side of the second fixing sleeve 32, and the splicing buckle 321 is symmetrically installed on one side. There are two positioning splicing buckles 321 slidably inserted in one side of the first fixing sleeve 31, and a rotating sleeve 33 is fixedly installed in the middle of one side of the surface of the first fixing sleeve 31 and the second fixing sleeve 32, and a rotating member 34 is rotatably installed in the rotating sleeve 33, and a supporting leg 35 is fixedly installed on one side of the rotating member 34, and a supporting seat 36 is fixedly installed at the bottom end of the supporting leg 35, and a positioning bolt 361 is clamped in the inner thread of the supporting seat 36, and the positioning bolt 361 passes through the supporting seat 36 and is threadedly clamped in the positioning member 21;

[0020] By pouring the steel frame of the pile body 1, the pile body 1 located at the bottom of the fixing seat 2 is the underground part, and the top surface of the fixing seat 2 is used for pouring and connecting the load-bearing column. When the load-bearing column is poured on the pile body 1, the joint between the load-bearing column and the pile body 1 is reinforced by the reinforcement device 3, and the first fixing sleeve 31 and the second fixing sleeve 32 are sleeved on the surface of the joint. The first fixing sleeve 31 and the second fixing sleeve 32 are limited after the splicing by two splicing buckles 321. After the splicing is completed, The rotating sleeve 33 and the rotating part 34 cooperate to rotate the two supporting legs 35 so that the supporting seats 36 respectively installed at the bottom ends of the two supporting legs 35 are fitted with the top surfaces of the corresponding positioning parts 21. After the fitting is completed, the supporting seats 36 are fixed to the corresponding positioning parts 21 by the positioning bolts 361. After the fixing is completed, the reinforcement device 3 is installed. The joint between the load-bearing column cast on the top surface of the pile body 1 and the pile body 1 is reinforced by the reinforcement device 3, so as to reduce the bearing capacity of the pile body 1 and increase the stability of the pile body 1.

[0021] Auxiliary piles 22 are installed on the bottom surfaces of the four positioning members 21. The number of the auxiliary piles 22 is four. The four auxiliary piles 22 cooperate with the pile body 1 through the four positioning members 21 and the fixing seat 2. The fixing seat 2, the four positioning members 21 and the four auxiliary piles 22 are all formed by splicing steel bars and pouring concrete to form an integrated structure. With the cooperation of the four positioning members 21 on the four sides of the surface of the fixing seat 2 and the four auxiliary piles 22, the force-bearing area of ​​the pile body 1 is increased and its stability is increased.

[0022] A stabilizing frame 37 is fixedly installed on one side of the two supporting legs 35. There are two stabilizing frames 37. A stabilizing seat 371 is fixedly installed on the bottom end of the two stabilizing frames 37. The bottom surface of the stabilizing seat 371 is fitted with the top surface of the fixing seat 2. When the two supporting legs 35 are fixed, the stabilizing seats 371 installed on the bottom surfaces of the stabilizing frames 37 installed on one side of the two supporting legs 35 are fitted with the top surface of the fixing seat 2. The auxiliary supporting legs 35 complete the reinforcement of the joint between the foundation pile body 1 and the load-bearing column, thereby increasing the stability of the reinforcement device 3 after installation.

[0023] Positioning pins 311 are inserted on both sides of the top surface of the first fixing sleeve 31. There are two positioning pins 311. The two positioning pins 311 pass through the top surface of the first fixing sleeve 31 and are inserted in the splicing buckle 321. The two positioning pins 311 are used to complete the limited fixation of the two splicing buckles 321 after they are inserted into the first fixing sleeve 31, thereby completing the splicing of the first fixing sleeve 31 and the second fixing sleeve 32.

[0024] The pile body 1 is symmetrically installed with positioning rings 12 on the surface below the reinforcement device 3. There are two positioning rings 12, which cooperate with the first fixing sleeve 31 and the second fixing sleeve 32 respectively. The reinforcement device 3 is installed with the assistance of the two positioning rings 12. The bottom surfaces of the first fixing sleeve 31 and the second fixing sleeve 32 of the reinforcement device 3 are respectively placed on the corresponding upper surfaces of the positioning rings 12 to complete the splicing of the first fixing sleeve 31 and the second fixing sleeve 32.

[0025] One side of the first fixing sleeve 31 is symmetrically provided with positioning holes 312, and the splicing buckle 321 is slidably inserted into the positioning hole 312. The two splicing buckles 321 are respectively limited by the two positioning holes 312 to complete the pre-splicing of the first fixing sleeve 31 and the second fixing sleeve 32. The top surface of the pile body 1 is installed with reserved steel bars 11 distributed in a ring shape. The reserved steel bars 11 cooperate with the pile body 1, and the concrete load-bearing columns to be cast on the pile body 1 are spliced ​​and reinforced by the reserved steel bars 11 distributed in a ring shape.

[0026] Working principle: by pouring the steel frame of the pile body 1, the pile body 1 located at the bottom of the fixing seat 2 is the underground pouring part, and the top surface of the fixing seat 2 is divided into the load-bearing column pouring connection. After the load-bearing column is poured on the pile body 1, the joint between the load-bearing column and the pile body 1 is reinforced by the reinforcement device 3, and the first fixing sleeve 31 and the second fixing sleeve 32 are sleeved on the surface of the joint, and the first fixing sleeve 31 and the second fixing sleeve 32 are limited after the splicing is completed by two splicing buckles 321. After the splicing is completed, the two support legs 35 are rotated by the cooperation of the rotating sleeve 33 and the rotating member 34, so that the support seats 36 respectively installed at the bottom ends of the two support legs 35 are fitted with the top surface of the corresponding positioning member 21. After the fitting is completed, the support seat 36 is fixed on the corresponding positioning member 21 by the positioning bolt 361. After the fixing is completed, the reinforcement device 3 is installed;

[0027] The fixing seat 2, four positioning members 21 and four auxiliary piles 22 are all formed by splicing steel bars and pouring concrete, forming an integrated structure. With the cooperation of the four positioning members 21 on the four sides of the surface of the fixing seat 2 and the four auxiliary piles 22, the force-bearing area of ​​the pile body 1 is increased, thereby increasing its stability.

[0028] Obviously, those skilled in the art can make various changes and modifications to the present invention without departing from the spirit and scope of the present invention. Thus, if these modifications and variations of the present invention fall within the scope of the claims of the present invention and their equivalents, the present invention is also intended to include these modifications and variations.

Claims

1. An earthquake-resistant pile foundation reinforcement mechanism, comprising a pile foundation body (1), characterized in that: The surface fixing sleeve of the foundation pile body (1) is provided with a fixing seat (2), and positioning members (21) are fixedly installed on four sides of the surface of the fixing seat (2), and the number of the positioning members (21) is four; a reinforcement device (3) is detachably installed on one end of the surface of the foundation pile body (1), and the reinforcement device (3) comprises a first fixing sleeve (31), and a second fixing sleeve (32) is detachably installed on one side of the first fixing sleeve (31); A splicing buckle (321) is symmetrically mounted on one side of the second fixing sleeve (32), the number of the splicing buckles (321) being two, the two positioning splicing buckles (321) being slidably inserted into one side of the first fixing sleeve (31), a rotating sleeve (33) being fixedly mounted in the middle of one side of the surface of the first fixing sleeve (31) and the second fixing sleeve (32), a rotating member (34) being rotatably mounted in the rotating sleeve (33), a supporting leg (35) being fixedly mounted on one side of the rotating member (34), a supporting seat (36) being fixedly mounted at the bottom end of the supporting leg (35), a positioning bolt (361) being threadedly clamped in the inner thread of the supporting seat (36), the positioning bolt (361) penetrating the supporting seat (36) and being threadedly clamped in the positioning member (21).

2. The earthquake-resistant pile foundation reinforcement mechanism according to claim 1, characterized in that: Auxiliary foundation piles (22) are installed on the bottom surfaces of the four positioning members (21), the number of the auxiliary foundation piles (22) is four, and the four auxiliary foundation piles (22) cooperate with the foundation pile body (1) via the four positioning members (21) and the fixing seats (2).

3. The earthquake-resistant pile foundation reinforcement mechanism according to claim 1, characterized in that: A stabilizing frame (37) is fixedly mounted on one side of each of the two supporting legs (35), the number of the stabilizing frames (37) is two, and a stabilizing seat (371) is fixedly mounted on the bottom ends of each of the two stabilizing frames (37), the bottom surface of the stabilizing seat (371) being in contact with the top surface of the fixing seat (2).

4. The earthquake-resistant pile foundation reinforcement mechanism according to claim 1, characterized in that: Positioning pins (311) are inserted into both sides of the top surface of the first fixing sleeve (31), and the number of the positioning pins (311) is two. The two positioning pins (311) penetrate the top surface of the first fixing sleeve (31) and are inserted into the splicing buckle (321).

5. The earthquake-resistant pile foundation reinforcement mechanism according to claim 1, characterized in that: Positioning rings (12) are symmetrically mounted on the surface of the foundation pile body (1) located below the reinforcement device (3), and there are two positioning rings (12). The two positioning rings (12) cooperate with the first fixing sleeve (31) and the second fixing sleeve (32) respectively.

6. The earthquake-resistant pile foundation reinforcement mechanism according to claim 1, characterized in that: A positioning hole (312) is symmetrically provided on one side of the first fixing sleeve (31), and the splicing buckle (321) is slidably inserted into the positioning hole (312).

7. The earthquake-resistant pile foundation reinforcement mechanism according to claim 1, characterized in that: The top surface of the foundation pile body (1) is installed with reserved steel bars (11) distributed in a ring shape, and the reserved steel bars (11) cooperate with the foundation pile body (1).

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