Side wall built-in structure for anti-seismic pile foundation

Abstract

The utility model discloses a side wall built-in structure for an anti-seismic pile foundation. The side wall built-in structure comprises a built-in table. A pile foundation main body is installed in the built-in table, a built-in mechanism is installed on the outer side of the pile foundation main body, and a reinforcing mechanism is installed at the end, away from the pile foundation main body, of the built-in mechanism; the reinforcing mechanism comprises a U-shaped plate, an abutting block and a pull rod, the U-shaped plate is installed at the end, away from the pile foundation body, of the built-in mechanism, the abutting block is installed on the inner wall of the U-shaped plate, and the pull rod is installed between the U-shaped plate and the pile foundation body. The U-shaped plates, the abutting blocks and the pull rods are used in cooperation, the abutting blocks can extrude the side walls, so that deviation of the position of the pile foundation body is reduced, meanwhile, relative force is formed between the U-shaped plates and the built-in mechanism through the pull rods, and the double deviation prevention effect on the pile foundation body can be achieved; therefore, the supporting and fixing effect of the device on the pile foundation body can be improved.

Description

Technical Field

[0001] The utility model relates to the technical field of embedded structures, in particular to a side wall embedded structure for earthquake-resistant pile foundations. Background Art

[0002] The side wall embedded structure of the seismic pile foundation is a structural form designed to improve the stability and seismic performance of the pile foundation under earthquake action. When an earthquake occurs, the side wall embedded structure of the pile foundation can effectively reduce the lateral displacement and deformation of the pile foundation and improve the overall seismic performance of the structure.

[0003] The embedded structure can play a supporting and fixing role for the seismic pile foundation. The embedded structure is generally installed as a whole on the outside of the seismic pile foundation. When the seismic pile foundation tilts, the position of the embedded structure will also shift, causing the embedded structure to be unable to function, thereby reducing the effect of the embedded structure. Utility Model Content

[0004] The purpose of the utility model is to provide a side wall embedded structure for an earthquake-resistant pile foundation, so as to solve the problem proposed in the above-mentioned background technology that the earthquake-resistant pile foundation can be supported and fixed by the embedded structure. The embedded structure is generally installed as a whole on the outside of the earthquake-resistant pile foundation. When the earthquake-resistant pile foundation tilts, the position of the embedded structure will also be offset, thereby causing the embedded structure to be unable to function, thereby reducing the effect of the embedded structure.

[0005] The utility model provides the following technical solution: a side wall embedding structure for earthquake-resistant pile foundation, comprising an embedding platform; a pile foundation body is installed inside the embedding platform, an embedding mechanism is installed outside the pile foundation body, and a reinforcement mechanism is installed at one end of the embedding mechanism away from the pile foundation body;

[0006] The reinforcement mechanism comprises a U-shaped plate, a stopper and a pull rod. The U-shaped plate is installed at one end of the embedding mechanism away from the pile foundation body, the stopper is installed on the inner wall of the U-shaped plate, and a pull rod is installed between the U-shaped plate and the pile foundation body.

[0007] Preferably, a support rod is installed at the bottom of the pull rod, and a support plate is installed at the bottom end of the support rod.

[0008] Preferably, the embedding mechanism includes a reinforcement ring, an inclined rod and an embedding plate, a reinforcement ring is installed on the outer side of the pile foundation body, two groups of inclined rods are installed on the outer side of the reinforcement ring, and an embedding plate is installed on one end of the inclined rod away from the reinforcement ring.

[0009] Preferably, reinforcing rods are installed between the diagonal rods.

[0010] Preferably, a connecting rod is installed inside the U-shaped plate, and a through groove is provided inside the embedded plate near the connecting rod.

[0011] Compared with the prior art, the beneficial effects of the utility model are:

[0012] 1. The utility model cooperates with a U-shaped plate, a stopper and a pull rod to squeeze the side wall through the stopper, thereby reducing the displacement of the main body of the pile foundation. At the same time, a relative force is formed between a group of U-shaped plates and the embedding mechanism through the pull rod, which can play a double anti-drift effect on the main body of the pile foundation, thereby improving the supporting and fixing effect of the device on the main body of the pile foundation.

[0013] 2. The utility model is used in conjunction with a support rod and a support plate. The support rod can support the top pull rod to keep the position of the pull rod fixed, thereby preventing the pull rod from moving, causing the support point of the pile foundation body to shift and failing to better support the pile foundation body. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a schematic diagram of the internal structure of the front part of the utility model;

[0015] Figure 2 It is a schematic diagram of the front three-dimensional structure of the utility model;

[0016] Figure 3 It is a schematic diagram of the structure of the embedded plate part of the utility model;

[0017] Figure 4 For this utility model Figure 1 Schematic diagram of the locally enlarged structure of A in the middle.

[0018] In the figure: 1. embedding platform; 2. pile foundation body; 3. embedding mechanism; 301. reinforcement ring; 302. oblique rod; 303. embedding plate; 4. reinforcement mechanism; 401. U-shaped plate; 402. stop block; 403. pull rod; 5. support rod; 501. support plate; 6. reinforcement rod; 7. connecting rod; 8. through groove. DETAILED DESCRIPTION

[0019] 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.

[0020] In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front end", "rear end", "two ends", "one end", "the other end" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as a limitation on the present invention. In addition, the terms "first" and "second" are used for descriptive purposes only and cannot be understood as indicating or implying relative importance.

[0021] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "provided with", "connected", etc. should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be an indirect connection through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0022] The technical solution of the utility model is further described in detail below in conjunction with the accompanying drawings and specific embodiments of the specification;

[0023] Embodiment 1:

[0024] The present application provides a side wall embedding structure for earthquake-resistant pile foundation, comprising an embedding platform 1; a pile foundation body 2 is installed inside the embedding platform 1, an embedding mechanism 3 is installed outside the pile foundation body 2, and a reinforcement mechanism 4 is installed at one end of the embedding mechanism 3 away from the pile foundation body 2;

[0025] The reinforcement mechanism 4 includes a U-shaped plate 401, a stopper 402 and a pull rod 403. The U-shaped plate 401 is installed at one end of the embedding mechanism 3 away from the pile foundation body 2. The stopper 402 is installed on the inner wall of the U-shaped plate 401. The pull rod 403 is installed between the U-shaped plate 401 and the pile foundation body 2.

[0026] Specifically, Figure 1 , Figure 2 , Figure 3 and Figure 4As shown, the embedding mechanism 3 is arranged between the embedding platform 1 and the pile foundation body 2, and is used to support and fix the pile foundation body 2. The reinforcement mechanism 4 is arranged at one end of the embedding mechanism 3, and is used to improve the supporting and fixing effect of the device on the pile foundation body 2. The U-shaped plate 401 is located on the outside of one end of the embedding mechanism 3, and a plurality of abutment blocks 402 are equidistantly arranged on the inner wall of the U-shaped plate 401. When the pile foundation body 2 deviates, its side wall will be squeezed by the abutment blocks 402, thereby reducing the displacement of the position of the pile foundation body 2. At the same time, a relative force is formed between a group of U-shaped plates 401 and the embedding mechanism 3 through the pull rod 403, which can play a double anti-deviating effect on the pile foundation body 2, thereby improving the supporting and fixing effect of the device on the pile foundation body 2.

[0027] Further, a support rod 5 is installed at the bottom of the pull rod 403, and a support plate 501 is installed at the bottom end of the support rod 5;

[0028] Specifically, Figure 4 As shown, in order to prevent the pull rod 403 from moving and affecting the support for the pile foundation body 2, the bottom of the pull rod 403 is connected to the support plate 501 through the support rod 5, and the bottom of the support plate 501 fits with the bottom of the embedded platform 1. The support rod 5 can support the top pull rod 403 to keep the position of the pull rod 403 fixed, thereby preventing the position of the pull rod 403 from moving, resulting in the support point of the pile foundation body 2 being offset, and the pile foundation body 2 cannot be better supported.

[0029] Furthermore, the embedding mechanism 3 includes a reinforcement ring 301, an inclined rod 302 and an embedding plate 303. The reinforcement ring 301 is installed on the outer side of the pile foundation body 2, two sets of inclined rods 302 are installed on the outer side of the reinforcement ring 301, and the embedding plate 303 is installed on one end of the inclined rod 302 away from the reinforcement ring 301;

[0030] Specifically, Figure 1 As shown, in order to achieve embedded support for the pile foundation body 2, a reinforcement ring 301 is arranged on the outside of the embedding mechanism 3 by welding, and the reinforcement ring 301 is connected to the embedding plate 303 through the inclined rod 302, and the embedding plate 303 is connected to the inner wall side wall position of the embedding platform 1. The reinforcement ring 301, the inclined rod 302 and the embedding plate 303 can achieve support between the pile foundation body 2 and the side wall of the embedding platform 1, thereby achieving embedded support for the pile foundation body 2.

[0031] Further, a reinforcing rod 6 is installed between the diagonal rods 302;

[0032] Specifically, Figure 1 As shown, in order to improve the strength of the diagonal rods 302, multiple groups of reinforcing rods 6 are equidistantly arranged between two groups of diagonal rods 302. The reinforcing rods 6 can improve the strength between the diagonal rods 302, thereby improving the supporting and embedding effect of the pile foundation body 2.

[0033] Furthermore, a connecting rod 7 is installed inside the U-shaped plate 401, and a through groove 8 is provided inside the embedded plate 303 near the connecting rod 7;

[0034] Specifically, Figure 3 As shown, in order to limit the embedded plate 303, the connecting rod 7 passes through the inside of the through groove 8. When the embedded plate 303 is offset, the through groove 8 inside the embedded plate 303 will move along the outside of the connecting rod 7, and the embedded plate 303 and the U-shaped plate 401 can be limited to avoid misalignment of the embedded plate 303 and the U-shaped plate 401, which makes it impossible for the U-shaped plate 401 to support the embedded plate 303.

[0035] Working principle: The reinforcement ring 301 is arranged on the outside of the embedding mechanism 3 by welding, and the embedding plate 303 is connected to the side wall of the inner wall of the embedding platform 1. The reinforcement ring 301, the inclined rod 302 and the embedding plate 303 can support the pile foundation body 2 and the side wall of the embedding platform 1. At the same time, the U-shaped plate 401 is located on the outside of the embedding plate 303. When the pile foundation body 2 is offset, its side wall will be squeezed by the block 402. At the same time, a relative force is formed between a group of U-shaped plates 401 and the embedding mechanism 3 through the pull rod 403, which can achieve a double anti-deviating effect on the pile foundation body 2.

[0036] Finally, it should be noted that the above specific implementation methods are only used to illustrate the technical solution of the utility model rather than to limit it. Although the utility model is described in detail with reference to the embodiments, ordinary technicians in the field should understand that the technical solution of the utility model can be modified and replaced by equivalents without departing from the spirit and scope of the technical solution of the utility model, which should be included in the scope of the claims of the utility model.

Claims

1. A side wall embedding structure for an earthquake-resistant pile foundation, comprising an embedding platform (1); characterized in that: A pile foundation body (2) is installed inside the embedding platform (1), an embedding mechanism (3) is installed outside the pile foundation body (2), and a reinforcement mechanism (4) is installed at one end of the embedding mechanism (3) away from the pile foundation body (2); The reinforcing mechanism (4) comprises a U-shaped plate (401), a stopper (402) and a pull rod (403); the U-shaped plate (401) is installed at one end of the embedding mechanism (3) away from the pile foundation body (2); the stopper (402) is installed on the inner wall of the U-shaped plate (401); and the pull rod (403) is installed between the U-shaped plate (401) and the pile foundation body (2).

2. A side wall embedding structure for earthquake-resistant pile foundation according to claim 1, characterized in that: A support rod (5) is installed at the bottom of the pull rod (403), and a support plate (501) is installed at the bottom end of the support rod (5).

3. The side wall embedding structure for earthquake-resistant pile foundation according to claim 1, characterized in that: The embedding mechanism (3) comprises a reinforcement ring (301), an inclined rod (302) and an embedding plate (303); the reinforcement ring (301) is installed on the outer side of the pile foundation body (2); two groups of inclined rods (302) are installed on the outer side of the reinforcement ring (301); and the embedding plate (303) is installed on one end of the inclined rod (302) away from the reinforcement ring (301).

4. A side wall embedding structure for earthquake-resistant pile foundation according to claim 3, characterized in that: Reinforcing rods (6) are installed between the oblique rods (302).

5. The side wall embedding structure for earthquake-resistant pile foundation according to claim 1, characterized in that: A connecting rod (7) is installed inside the U-shaped plate (401), and a through groove (8) is provided inside the embedded plate (303) near the connecting rod (7).

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