Hydraulic engineering foundation pile with water impact resistant structure

Abstract

The hydraulic engineering foundation pile with the water impact resistant structure comprises a foundation pile body, reinforcing steel bars evenly penetrate through the interior of the foundation pile body, an embedded plate is installed at the bottom end of the foundation pile body, and reinforcing blocks are evenly installed at the top end of the embedded plate. Through the cooperation of the left protective cover and the right protective cover, the exterior of the foundation pile body is wrapped and protected, direct impact of water flow and the like on the foundation pile body is avoided, under the action of the buffer strips, the impact force borne by the exterior of the foundation pile body is further reduced, and therefore the service life of the foundation pile body is prolonged, and the foundation pile is convenient to use. The left protective cover and the right protective cover can be assembled conveniently under the action of an extrusion spring, a connecting plate, a limiting plate and the like, the left protective cover and the right protective cover can be further limited and fixed conveniently through cooperation of a positioning cone, so that the mounting stability of the left protective cover and the right protective cover is improved, and the foundation pile body is stably protected by the left protective cover and the right protective cover.

Description

Technical Field

[0001] The utility model relates to the technical field of foundation piles, in particular to a water conservancy engineering foundation pile with a water impact resistance structure. Background Art

[0002] With the continuous development of infrastructure construction in my country, urban buildings have sprung up. Foundation piles are the foundation of various building bridge facilities. In water conservancy projects, concrete foundation piles are pressed into the ground as the foundation piles of the building to ensure the stability of the building.

[0003] The structure of the existing foundation piles is relatively simple, generally a columnar structure. In water conservancy projects, due to the particularity of the environment in which the foundation piles are located, they are easily impacted by groundwater or water flow in flood conditions, and the surface of the foundation piles is easily eroded, which reduces their service life and affects their supporting effect. Therefore, there is room for improvement, and an improvement plan is now proposed. Utility Model Content

[0004] The utility model aims to provide a water conservancy engineering foundation pile with a water impact resistant structure to solve the problem that the existing foundation piles proposed in the above background technology have a general external protection effect and are easily eroded by water flow and the like.

[0005] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a water conservancy engineering foundation pile with a water impact resistance structure, comprising a foundation pile body, wherein the interior of the foundation pile body is uniformly penetrated by reinforcing steel bars, an embedded plate is installed at the bottom end of the foundation pile body, and a reinforcing block is uniformly installed at the top end of the embedded plate, a left protective cover is installed on one side of the exterior of the foundation pile body, and first connecting blocks are installed on both sides of the left protective cover, and a connecting mechanism is provided at the bottom end of the first connecting block, a right protective cover is installed on the other side of the exterior of the foundation pile body, and second connecting blocks are installed on both sides of the right protective cover, and connecting holes are provided inside the second connecting blocks, and buffer strips are uniformly installed on the side of the right protective cover and the left protective cover close to the foundation pile body, and a fixing block is installed on the other side of the left protective cover and the right protective cover, and a positioning bolt is connected between the fixing block and the embedded plate, and anti-slip teeth are uniformly installed on the side of the positioning bolt close to the fixing block, and a positioning cone is uniformly installed on the bottom end of the left protective cover and the right protective cover.

[0006] When a water conservancy project foundation pile with a water impact resistant structure is used in the technical solution, the cooperation of the left protective cover and the right protective cover can wrap and protect the outside of the foundation pile body to avoid direct impact of water flow and the like on the foundation pile body, and under the action of the buffer strip, the impact force on the outside of the foundation pile body is further reduced to avoid erosion of the surface of the foundation pile body, which is beneficial to increase its service life to ensure its supporting function.

[0007] Preferably, the left protective cover is a structure that is narrow at the top and wide at the bottom, the left protective cover and the right protective cover have the same shape and structure, and the left protective cover and the right protective cover are located on the upper surface of the foundation soil.

[0008] Preferably, the cross-section of the buffer strip is arc-shaped, and the buffer strips are distributed at equal intervals on the left protective cover and the right protective cover.

[0009] Preferably, the positioning cone is a columnar structure with a cone at the bottom, and the positioning cones are distributed in a ring shape with equal intervals on the left protective cover and the right protective cover.

[0010] Preferably, the cross-section of the reinforcement block is triangular, and the reinforcement blocks are distributed in a ring shape on the embedded plate.

[0011] Preferably, the connecting mechanism includes two groups of connecting plates, and the two groups of connecting plates are installed at the bottom end of the first connecting block. The two groups of connecting plates form a rotating structure with the first connecting block through the action of the supporting block and the rotating shaft. The bottom ends of the two groups of connecting plates extend to the interior of the connecting hole. The bottom ends of one side of the two groups of connecting plates are connected to the extrusion springs, and the other sides of the two groups of connecting plates are installed with limiting blocks.

[0012] Compared with the prior art, the utility model has the following beneficial effects: the water conservancy engineering foundation pile with water impact resistance structure improves its external protection effect and improves the stability of support;

[0013] (1) The left protective cover and the right protective cover cooperate to wrap and protect the outside of the pile body, so as to avoid direct impact of water flow on the pile body. Under the action of the buffer strip, the impact force on the outside of the pile body is further reduced to avoid erosion on the surface of the pile body, thereby improving its service life and ensuring its supporting function.

[0014] By means of the extrusion spring, the connection plate and the limit plate, the first connection block and the second connection block are assembled, thereby realizing the splicing of the left protective cover and the right protective cover, and by means of the cooperation of the positioning cone, the two are further limited and fixed, so as to improve the installation stability of the left protective cover and the right protective cover, so that the left protective cover and the right protective cover can stably protect the main body of the foundation pile;

[0015] (2) The embedded plate and the reinforcing block can limit and fix the bottom end of the pile body, and increase the support area of ​​the bottom end of the pile body, which is conducive to improving its support stability. At the same time, the fixing block and the positioning bolt can be used to connect and fix the upper and lower ends of the pile body for a second time, thereby further ensuring the overall structural stability of the pile body and improving its support stability. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] 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 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.

[0017] Figure 1 It is a three-dimensional structural schematic diagram of the utility model;

[0018] Figure 2 This is a schematic diagram of the three-dimensional structure of the reinforcement block distribution of the utility model;

[0019] Figure 3 It is a schematic diagram of the three-dimensional structure of the left protective cover of the utility model;

[0020] Figure 4 It is a three-dimensional structural diagram of the connection mechanism of the utility model;

[0021] Figure 5 It is a schematic diagram of the three-dimensional structure of the second connecting block of the utility model.

[0022] Explanation of the reference numerals in the figure: 1. Pile body; 2. Reinforcement steel bar; 3. Left protective cover; 4. Fixing block; 5. Positioning bolt; 6. Embedded plate; 7. Second connecting block; 8. First connecting block; 9. Right protective cover; 10. Anti-slip teeth; 11. Reinforcement block; 12. Buffer strip; 13. Positioning cone; 14. Connecting mechanism; 1401. Connecting plate; 1402. Limiting block; 1403. Extrusion spring; 15. Connecting hole. DETAILED DESCRIPTION

[0023] In order to make the purpose, technical solution and advantages of the embodiment of the utility model clearer, the technical solution in the embodiment of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiment of the utility model. Obviously, the described embodiment is a part of the embodiment of the utility model, not all the embodiments. Based on the embodiment of 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.

[0024] See also Figure 1-5 The utility model provides an embodiment: a water conservancy engineering foundation pile with a water impact resistant structure, comprising a foundation pile body 1, the interior of the foundation pile body 1 is uniformly penetrated with reinforcing steel bars 2, the bottom end of the foundation pile body 1 is installed with an embedded plate 6, and the top of the embedded plate 6 is uniformly installed with reinforcing blocks 11;

[0025] The cross section of the reinforcement block 11 is triangular, and the reinforcement block 11 is distributed in a ring shape on the embedded plate 6;

[0026] Specifically, Figure 1 and Figure 2 As shown, when in use, the reinforcing block 11 is used to further limit the pile body 1, and the embedded plate 6 is used to further increase the support area of ​​the bottom end of the pile body 1, thereby ensuring its support stability;

[0027] A left protective cover 3 is installed on one side of the outside of the foundation pile body 1, and first connecting blocks 8 are installed on both sides of the left protective cover 3, and a connecting mechanism 14 is provided at the bottom end of each of the first connecting blocks 8;

[0028] The connection mechanism 14 includes two groups of connection plates 1401, and the two groups of connection plates 1401 are installed at the bottom end of the first connection block 8. The two groups of connection plates 1401 form a rotating structure with the first connection block 8 through the action of the support block and the rotating shaft. The bottom ends of the two groups of connection plates 1401 extend to the inside of the connection hole 15. The bottom ends of one side of the two groups of connection plates 1401 are connected to the extrusion spring 1403, and the other sides of the two groups of connection plates 1401 are installed with a limit block 1402;

[0029] Specifically, Figure 1 , Figure 4 and Figure 5 As shown, when in use, the spring 1403 is squeezed to open the connecting plate 1401, so that the limiting block 1402 hooks the bottom end of the second connecting block 7, so as to facilitate the assembly of the first connecting block 8 and the second connecting block 7, so as to achieve the splicing effect of the left protective cover 3 and the right protective cover 9;

[0030] A right protective cover 9 is installed on the other side of the outside of the pile body 1;

[0031] The left protective cover 3 is a structure that is narrow at the top and wide at the bottom. The left protective cover 3 and the right protective cover 9 have the same shape and structure. The left protective cover 3 and the right protective cover 9 are located on the upper surface of the foundation soil.

[0032] Specifically, Figure 1 and Figure 3 As shown, when in use, the left protective cover 3 and the right protective cover 9 cooperate to protect the pile body 1, thereby avoiding the direct impact of water flow on the pile body 1 and improving the service life of the pile body 1;

[0033] Second connection blocks 7 are installed on both sides of the right protective cover 9, and connection holes 15 are opened inside the second connection blocks 7. Buffer strips 12 are evenly installed on the side of the right protective cover 9 and the left protective cover 3 close to the pile body 1.

[0034] The cross section of the buffer strip 12 is arc-shaped, and the buffer strips 12 are evenly spaced on the left protective cover 3 and the right protective cover 9;

[0035] Specifically, Figure 3 As shown, when in use, the buffer strip 12 is used to prevent the left protective cover 3 or the right protective cover 9 from directly contacting the pile body 1, thereby further improving the protective effect on the pile body 1.

[0036] The other side of the left protective cover 3 and the right protective cover 9 are both installed with a fixing block 4, and a positioning bolt 5 is connected between the fixing block 4 and the embedded plate 6. The side of the positioning bolt 5 close to the fixing block 4 is evenly installed with anti-slip teeth 10, and the bottom ends of the left protective cover 3 and the right protective cover 9 are evenly installed with a positioning cone 13;

[0037] The positioning cone 13 is a columnar structure with a cone at the bottom, and the positioning cones 13 are distributed in an annular shape with equal intervals on the left protective cover 3 and the right protective cover 9;

[0038] Specifically, Figure 1 and Figure 3 As shown, during use, the positioning cone 13 has a positioning effect on the foundation soil to ensure the fixing effect on the left protective cover 3 or the right protective cover 9, thereby improving the installation stability of the left protective cover 3 or the right protective cover 9.

[0039] Working principle: When the utility model is used, the internal structural strength of the pile body 1 is firstly improved by reinforcing the steel bar 2, and the pile connection work of the pile body 1 is facilitated by reinforcing the steel bar 2. At the same time, the embedded plate 6 is embedded in the foundation soil, so as to increase the support area of ​​the bottom end of the pile body 1. With the reinforcement block 11, the pile body 1 is further limited, thereby improving the support stability of the pile body 1.

[0040] Secondly, after the pile body 1 is partially buried, one side of the right protective cover 9 is first pressed against the pile body 1, so that the buffer strip 12 is close to the outer surface of the pile body 1, and the right protective cover 9 is slid down along the pile body 1, so that the positioning cone 13 is inserted into the foundation soil, thereby realizing the preliminary limiting of the right protective cover 9, and then repeating the above operation for the left protective cover 3. Since the positions of the first connecting block 8 and the second connecting block 7 correspond to each other, the connecting plate 1401 enters the interior of the connecting hole 15 during the sliding process of the left protective cover 3, and under the elastic action of the extrusion spring 1403, the limiting blocks 1402 are pressed against each other and then separated from each other, so that the limiting blocks 1402 are hooked on the bottom end of the second connecting block 7, so as to realize the connection and fixation of the first connecting block 8 and the second connecting block 7, that is, to realize the assembly of the left protective cover 3 and the right protective cover 9;

[0041] Finally, by screwing the positioning bolt 5, the anti-slip teeth 10 are driven to descend synchronously, so that the fixing block 4 is connected to the embedded plate 6, so as to further install and fix the left protective cover 3 and the right protective cover 9. Through the cooperation of the left protective cover 3 and the right protective cover 9, the outside of the pile body 1 is protected, thereby avoiding the direct impact of water flow on the pile body 1 and improving the service life of the pile body 1.

[0042] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it 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 indirectly connected 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.

[0043] The device embodiments described above are merely illustrative, wherein the units described as separate components may or may not be physically separated, and the components displayed as units may or may not be physical units, that is, they may be located in one place, or they may be distributed on multiple network units. Some or all of the modules may be selected according to actual needs to achieve the purpose of the scheme of this embodiment. Ordinary technicians in this field can understand and implement it without paying creative labor.

[0044] Finally, it should be noted that the above embodiments are only used to illustrate the technical solutions of the utility model, rather than to limit it. Although the utility model has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that they can still modify the technical solutions described in the aforementioned embodiments, or make equivalent replacements for some of the technical features therein. However, these modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the various embodiments of the utility model.

Claims

1. A water conservancy engineering foundation pile with a water impact resistance structure, comprising a foundation pile body (1), characterized in that: The interior of the pile body (1) is uniformly penetrated by reinforcing steel bars (2); the bottom end of the pile body (1) is installed with an embedded plate (6), and the top end of the embedded plate (6) is uniformly installed with a reinforcing block (11); a left protective cover (3) is installed on one side of the exterior of the pile body (1), and first connecting blocks (8) are installed on both sides of the left protective cover (3); the bottom ends of the first connecting blocks (8) are provided with connecting mechanisms (14); a right protective cover (9) is installed on the other side of the exterior of the pile body (1), and second connecting blocks (7) are installed on both sides of the right protective cover (9); The second connecting block (7) is provided with a connecting hole (15) inside, and a buffer strip (12) is evenly installed on the side of the right protective cover (9) and the left protective cover (3) close to the pile body (1), and a fixing block (4) is installed on the other side of the left protective cover (3) and the right protective cover (9), and a positioning bolt (5) is connected between the fixing block (4) and the embedded plate (6), and an anti-slip tooth (10) is evenly installed on the side of the positioning bolt (5) close to the fixing block (4), and a positioning cone (13) is evenly installed at the bottom end of the left protective cover (3) and the right protective cover (9).

2. A hydraulic engineering foundation pile with a water impact resistant structure according to claim 1, characterized in that: The left protective cover (3) is a structure that is narrow at the top and wide at the bottom. The left protective cover (3) and the right protective cover (9) have the same shape and structure. The left protective cover (3) and the right protective cover (9) are located on the upper surface of the foundation soil.

3. The hydraulic engineering foundation pile with water impact resistance structure according to claim 1, characterized in that: The cross section of the buffer strip (12) is arc-shaped, and the buffer strips (12) are distributed at equal intervals on the left protective cover (3) and the right protective cover (9).

4. The hydraulic engineering foundation pile with a water impact resistance structure according to claim 1, characterized in that: The positioning cone (13) is a columnar structure with a cone at the bottom end, and the positioning cones (13) are distributed in an annular shape at equal intervals on the left protective cover (3) and the right protective cover (9).

5. The hydraulic engineering foundation pile with a water impact resistant structure according to claim 1, characterized in that: The cross section of the reinforcement block (11) is triangular, and the reinforcement block (11) is distributed in a ring shape on the embedded plate (6).

6. The hydraulic engineering foundation pile with a water impact resistance structure according to claim 1, characterized in that: The connection mechanism (14) comprises two groups of connection plates (1401), and the two groups of connection plates (1401) are both mounted on the bottom end of the first connection block (8). The two groups of connection plates (1401) form a rotating structure with the first connection block (8) through the action of the support block and the rotating shaft. The bottom ends of the two groups of connection plates (1401) extend to the inside of the connection hole (15). The bottom ends of one side of the two groups of connection plates (1401) are connected to a compression spring (1403), and the other sides of the two groups of connection plates (1401) are both installed with a limit block (1402).

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