Bucket for slide-resistant pile construction

Abstract

The utility model relates to the technical field of slide-resistant pile construction, and discloses a lifting bucket for slide-resistant pile construction, which comprises a bucket body, the outer wall of the bucket body is fixedly connected with a plurality of annular reinforcing ribs and vertical reinforcing ribs, the intersection of the annular reinforcing ribs and the vertical reinforcing ribs is fixedly connected with a hinge seat, and the outer wall of the hinge seat is rotatably connected with a lifting ring plate. A movable locking point is fixedly connected to the outer wall of the hanging ring plate, a plurality of fixed locking points are fixedly connected to the side, close to the movable locking point, of the outer wall of the can body, lock pins are arranged in the movable locking point and the fixed locking points in a penetrating mode, a locking assembly is installed at one end of each lock pin, and a limiting assembly is installed on the side, close to the can body, of the outer wall of the hanging ring plate. According to the utility model, the overall strength of the bucket is improved through the annular and vertical reinforcing ribs, the connection stability is enhanced through the hinge seats, and the bucket is ensured not to deform when bearing heavy load impact; and the lifting ring plate is matched with the lock pin to realize quick locking and unlocking, so that the lifting and dumping operation is convenient, the labor burden is obviously reduced, and the construction efficiency and safety are improved.

Description

Technical Field

[0001] This utility model relates to the field of anti-slide pile construction technology, and in particular to a bucket for anti-slide pile construction. Background Technology

[0002] Anti-slide piles, as an important engineering measure to cope with geological disasters such as landslides, are widely used in the protective construction of geologically unstable areas such as mountain roads and foundation pit slopes. The conventional drilling process mostly adopts manual excavation. Workers gradually excavate the soil and rock according to the designed cross-section, and use lifting equipment to transport the excavated soil out of the pile hole. Then, reinforced concrete retaining wall construction is carried out, and the operation is repeated until the designed pile depth is reached. Such working environments are often located in deep holes, high slopes, and landslide areas, with complex construction scenarios that place higher demands on the safety and efficiency of on-site transportation equipment. Especially in the excavation stage, the bucket, as a key load-bearing and transportation tool, has a significant impact on construction efficiency due to its structural design.

[0003] Currently, most common excavation equipment consists of a steel cylindrical structure with a closed bottom and reinforced side walls, which is connected to lifting equipment via a top lifting ring to achieve vertical lifting. To improve lifting efficiency per unit time, most construction companies tend to increase the capacity of the bucket and rely on manual control of the dumping of excavated soil to complete unloading. However, in actual operation, under heavy load and high-frequency use, the bucket often experiences problems such as structural deformation, unstable locking, and difficult operation, affecting the durability of the equipment and the construction schedule.

[0004] However, existing bucket structures generally suffer from uneven stress distribution, poor resistance to deformation, and difficulty in controlling the tilting process. Especially during deep hole hoisting, the bucket is prone to deformation and damage when subjected to vertical vibration and lateral swing, which seriously restricts its safety and service life. In addition, manual tilting is time-consuming, labor-intensive, and not conducive to further improving construction efficiency. Therefore, a bucket for anti-slide pile construction is proposed to solve the above problems. Utility Model Content

[0005] To overcome the above shortcomings, this utility model provides a bucket for anti-slide pile construction, which aims to improve the existing technology where the bucket is easily deformed and damaged when subjected to vertical vibration and lateral swing during deep hole hoisting, which seriously restricts its safety and service life, and manual dumping is time-consuming, labor-intensive and labor-intensive.

[0006] To achieve the above objectives, this utility model provides the following technical solution: a bucket for anti-slide pile construction, comprising a bucket body, wherein multiple circumferential reinforcing ribs and vertical reinforcing ribs are fixedly connected to the outer wall of the bucket body, a hinge seat is fixedly connected at the intersection of the circumferential reinforcing ribs and vertical reinforcing ribs, a lifting ring plate is rotatably connected to the outer wall of the hinge seat, a movable locking point is fixedly connected to the outer wall of the lifting ring plate, multiple fixed locking points are fixedly connected to the outer wall of the bucket body near the movable locking point, a locking pin is provided inside the movable locking point and the fixed locking point, a locking component is installed at one end of the locking pin, and a limit component is installed on the outer wall of the lifting ring plate near the bucket body;

[0007] The limiting component includes a connecting block, a limiting groove plate, and an arc-shaped rod. One side of the outer wall of the connecting block is fixedly connected to the outer wall of the lifting ring plate near the barrel body. One side of the outer wall of the limiting groove plate is fixedly connected to the outer wall of a vertical reinforcing rib. One end of the arc-shaped rod is fixedly connected to the inner wall of the limiting groove plate.

[0008] Furthermore, the locking assembly includes a lead screw and a threaded sleeve, one end of the lead screw is fixedly connected to one end of the locking pin, and the outer wall of the threaded sleeve is threadedly connected to the outer wall of the lead screw.

[0009] Furthermore, a spring is sleeved on the outer wall of the arc-shaped rod, one end of the spring is fixedly connected to one side of the inner wall of the limiting groove plate, and the other end of the spring is fixedly connected to the limiting block.

[0010] Furthermore, one side of the outer wall of the limiting block abuts against one side of the outer wall of the connecting block, and the inner wall of the limiting block is slidably connected to the outer wall of the arc-shaped rod.

[0011] Furthermore, a total of three circumferential reinforcing ribs are provided on the outer wall of the barrel from top to bottom, and the circumferential reinforcing ribs are respectively provided at the top, the lower 1 / 5 and the bottom of the barrel.

[0012] Furthermore, the barrel body is made of 3mm thick steel plate, in the shape of a cylinder, with a closed bottom and an open top.

[0013] Furthermore, the inner wall of the connecting block is slidably connected to the outer wall of the arc-shaped rod, and the outer wall of the connecting block is slidably connected to the inner wall of the limiting groove plate.

[0014] Furthermore, the limiting groove plate is in the shape of a quarter arc, and multiple vertical reinforcing ribs are arranged at equal intervals along the outer wall of the barrel.

[0015] This utility model has the following beneficial effects:

[0016] 1. In this utility model, by evenly distributing circumferential and vertical reinforcing ribs on the outer wall of the bucket and setting hinged seats at their intersections, the structural strength of the bucket is significantly improved. This effectively withstands the impact and load during the deep hoisting of anti-slip pile holes, enhancing the equipment's durability and resistance to deformation. Simultaneously, the lifting ring plate at the top of the bucket is rotatably connected, and the locking pins control the closing state of the movable and fixed locking points, ensuring the bucket remains stable during hoisting. It also facilitates rotation and tilting when disposing of excavated soil, making operation convenient and responsive, greatly reducing worker fatigue and improving on-site construction efficiency.

[0017] 2. In this utility model, by setting up a limiting component and a locking component, the arc-shaped limiting groove, together with the arc-shaped rod, spring and limiting block, forms a flexible and adjustable limiting mechanism, which can effectively guide the tilt angle and buffer the rebound during the tilting process of the bucket, ensuring the stability and controllability of the tilting process, and avoiding tipping or collision accidents caused by excessive rotation. At the same time, the setting of the locking pin and threaded sleeve realizes the function of quick locking and disassembly, which makes the operation simple when adjustment or replacement is required, improving on-site safety and the convenience of equipment use. Attached Figure Description

[0018] Figure 1 This is a three-dimensional structural diagram of a bucket for anti-slide pile construction proposed in this utility model;

[0019] Figure 2 This is a schematic diagram of the lifting ring plate of a bucket for anti-slide pile construction proposed in this utility model;

[0020] Figure 3 This is a schematic diagram of the threaded sleeve portion of a bucket used for anti-slide pile construction according to the present invention.

[0021] Figure 4 This is a schematic diagram of the limiting groove plate part of the bucket for anti-slide pile construction proposed in this utility model;

[0022] Figure 5 for Figure 4 Enlarged view of point A in the image.

[0023] Legend:

[0024] 1. Barrel body; 2. Circumferential reinforcing rib; 3. Vertical reinforcing rib; 4. Hinge seat; 5. Lifting ring plate; 6. Movable locking point; 7. Fixed locking point; 8. Locking pin; 9. Screw rod; 10. Threaded sleeve; 11. Connecting block; 12. Limiting groove plate; 13. Arc rod; 14. Spring; 15. Limiting block. Detailed Implementation

[0025] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0026] Reference Figures 1-5 This utility model provides an embodiment of a bucket for anti-slide pile construction, comprising a bucket body 1. Multiple circumferential reinforcing ribs 2 and vertical reinforcing ribs 3 are fixedly connected to the outer wall of the bucket body 1. The circumferential reinforcing ribs 2 are horizontally arranged around the outer wall of the bucket body 1 to enhance the bucket body 1's resistance to deformation in the horizontal direction. The vertical reinforcing ribs 3 are evenly distributed along the axial direction of the bucket body 1 to improve the overall vertical support stiffness and compressive strength of the bucket body 1, thereby improving the overall stress stability during deep hole lifting. A hinge seat 4 is fixedly connected at the intersection of the circumferential reinforcing ribs 2 and the vertical reinforcing ribs 3 to provide a fulcrum for the rotation of the lifting ring plate 5, enabling the bucket to have good rotational performance during loading and unloading, and reducing operating resistance. The outer wall of the lifting ring plate 5 is rotatably connected to the hinge seat 4, and a movable locking point 6 is fixedly connected to its outer wall. The movable locking point 6 is used to lock and open the lifting ring plate 5. Multiple fixed locking points 7 are provided on the outer wall of the bucket body 1 near the movable locking point 6, corresponding to the movable locking point 6, to provide locking engagement at multiple positions. Locking pins 8 are inserted inside the movable locking point 6 and the fixed locking points 7. The locking pins 8 are used to pass through the two locking points and lock them together, thereby stabilizing the structural state of the bucket during lifting. A locking assembly is installed at one end of the locking pin 8, including a lead screw 9 and a threaded sleeve 10. The lead screw 9 is used to adjust the in-and-out state of the locking pin 8, and the threaded sleeve 10 achieves locking and fixation through threaded engagement, which helps to improve the reliability and safety of the bucket locking operation. A limiting assembly is installed on the outer wall of the lifting ring plate 5 near the bucket body 1. The limiting assembly includes a connecting block 11, a limiting groove plate 12, and an arc-shaped rod 13. One side of the connecting block 11 is fixedly connected to the outer wall of the lifting ring plate 5, and is used to achieve a limiting and guiding function with the limiting groove plate 12. The limiting groove plate 12 is fixed to the outer wall of the vertical reinforcing rib 3. Its shape is designed as an arc-shaped guide groove structure to constrain the movement of the connecting block 11 within a certain range. One end of the arc-shaped rod 13 is fixedly connected to the inner wall of the limiting groove plate 12 and can also serve as a limiting stop component to constrain the movement path of the connecting block 11.

[0027] Specifically, through the coordinated operation of the above structures, the bucket structure achieves high strength, stable rotation, and smooth tilting, further improving the safety and efficiency of soil hoisting operations during deep hole construction of anti-slide piles.

[0028] Reference Figures 1-5A spring 14 is fitted on the outer wall of the arc-shaped rod 13 to provide elastic return function, ensuring that the limiting component can automatically reset when the external force is lost. One end of the spring 14 is fixedly connected to one side of the inner wall of the limiting groove plate 12 to achieve a stable connection with the fixed structure; the other end of the spring 14 is fixedly connected to the limiting block 15, so that it can pull the limiting block 15 to perform a reset movement after being subjected to force. One side of the outer wall of the limiting block 15 abuts against one side of the outer wall of the connecting block 11 to form a mechanical blocking relationship and limit the rotation range of the connecting block 11; the inner wall of the limiting block 15 is slidably connected to the outer wall of the arc-shaped rod 13 to ensure that the limiting block 15 moves along the arc-shaped trajectory and improves the limiting control accuracy of the structure; multiple circumferential reinforcing ribs 2 are arranged from top to bottom on the outer wall of the barrel body 1, respectively located at the top, bottom 1 / 5 and bottom of the barrel body 1, to horizontally reinforce the barrel body 1 at different heights, thereby enhancing its overall deformation resistance and impact resistance. The barrel body 1 is made of 3mm thick steel plate to ensure sufficient load-bearing strength and wear resistance. The cylindrical shape facilitates sliding through the borehole wall, and its closed bottom and open top facilitate loading and unloading of excavated soil, improving construction efficiency. The inner wall of the connecting block 11 is slidably connected to the outer wall of the arc-shaped rod 13, allowing it to be limited and guided along the arc path, improving rotation smoothness. The outer wall of the connecting block 11 is slidably connected to the inner wall of the limiting groove plate 12, forming an integral matching guide rail structure to achieve stable limiting and sliding control. The limiting groove plate 12 is 1 / 4 arc-shaped, limiting the rotation angle for easy operation and control. Multiple vertical reinforcing ribs 3 are evenly spaced along the outer wall of the barrel body 1 in a circumferential direction, constructing a uniform stress-bearing frame structure to further improve the overall structural stability.

[0029] Specifically, the combined use of the above structures not only enhances the strength and durability of the bucket, but also enables the lifting ring plate to achieve a limit elastic reset function, effectively ensuring safety and ease of operation during construction.

[0030] Working principle: When the bucket is needed, the bucket body 1 is first used to hold the excavated soil. The outer wall of the bucket body 1 is equipped with multiple circumferential reinforcing ribs 2 and vertical reinforcing ribs 3 to improve the overall compressive and deformation resistance of the bucket. Multiple hinged seats 4 are fixedly installed at the intersection of the reinforcing ribs, and their outer walls are rotatably connected to lifting ring plates 5 for connection with lifting equipment to achieve lifting operations. During lifting, the bucket body 1 is stably locked by the locking pins 8 inserted between the movable locking points 6 and the fixed locking points 7 to prevent accidental tilting during transportation.

[0031] When unloading is required, rotating the threaded sleeve 10 drives the lead screw 9 to pull out the locking pin 8, releasing the locking relationship between the movable locking point 6 and the fixed locking point 7. Subsequently, under the action of external force or its own gravity, the barrel body 1 can rotate and tilt around the lifting ring plate 5. To prevent the barrel body 1 from overturning too quickly or rebounding, the limiting component plays a buffering and guiding role: the connecting block 11 is slidably connected to the inner wall of the limiting groove plate 12 and cooperates with the limiting block 15 through its outer wall; the limiting block 15 is slidably connected to the outer wall of the arc-shaped rod 13, and a spring 14 is sleeved on the outer wall of the arc-shaped rod 13, which can provide rebound braking force during rotation to ensure smooth operation;

[0032] After the contents have been poured out, push the bucket body 1 back to its original position and reinsert the locking pin 8 into the movable locking point 6 and the fixed locking point 7 to restore the locked state and ensure that the device is safe and ready to operate.

[0033] Finally, it should be noted that the above description is only a preferred embodiment of the present utility model and is not intended to limit the present utility model. Although the present utility model has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions described in the foregoing embodiments or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc., made within the spirit and principles of the present utility model should be included within the protection scope of the present utility model.

Claims

1. A bucket for anti-slide pile construction, comprising a bucket body (1), characterized in that: The outer wall of the barrel body (1) is fixedly connected with multiple circumferential reinforcing ribs (2) and vertical reinforcing ribs (3). A hinge seat (4) is fixedly connected at the intersection of the circumferential reinforcing ribs (2) and vertical reinforcing ribs (3). A lifting ring plate (5) is rotatably connected to the outer wall of the hinge seat (4). A movable locking point (6) is fixedly connected to the outer wall of the lifting ring plate (5). Multiple fixed locking points (7) are fixedly connected to the outer wall of the barrel body (1) near the movable locking point (6). Locking pins (8) are passed through the movable locking point (6) and the fixed locking point (7). A locking component is installed at one end of the locking pin (8). A limit component is installed on the outer wall of the lifting ring plate (5) near the barrel body (1). The limiting assembly includes a connecting block (11), a limiting groove plate (12), and an arc rod (13). One side of the outer wall of the connecting block (11) is fixedly connected to the outer wall of the lifting ring plate (5) near the barrel body (1). One side of the outer wall of the limiting groove plate (12) is fixedly connected to the outer wall of a vertical reinforcing rib (3). One end of the arc rod (13) is fixedly connected to the inner wall of the limiting groove plate (12).

2. The bucket for anti-slide pile construction according to claim 1, characterized in that: The locking assembly includes a lead screw (9) and a threaded sleeve (10). One end of the lead screw (9) is fixedly connected to one end of the locking pin (8), and the outer wall of the threaded sleeve (10) is threadedly connected to the outer wall of the lead screw (9).

3. The bucket for anti-slide pile construction according to claim 1, characterized in that: A spring (14) is sleeved on the outer wall of the arc-shaped rod (13). One end of the spring (14) is fixedly connected to one side of the inner wall of the limiting groove plate (12), and the other end of the spring (14) is fixedly connected to the limiting block (15).

4. The bucket for anti-slide pile construction according to claim 3, characterized in that: The outer wall of the limiting block (15) abuts against the outer wall of the connecting block (11), and the inner wall of the limiting block (15) is slidably connected to the outer wall of the arc-shaped rod (13).

5. The bucket for anti-slide pile construction according to claim 1, characterized in that: The plurality of circumferential reinforcing ribs (2) are arranged in three from top to bottom on the outer wall of the barrel body (1), and the plurality of circumferential reinforcing ribs (2) are respectively arranged at the top, the lower 1 / 5 and the bottom of the barrel body (1).

6. The bucket for anti-slide pile construction according to claim 1, characterized in that: The barrel body (1) is made of 3mm thick steel plate, in the shape of a round barrel with a closed bottom and an open top.

7. The bucket for anti-slide pile construction according to claim 1, characterized in that: The inner wall of the connecting block (11) is slidably connected to the outer wall of the arc-shaped rod (13), and the outer wall of the connecting block (11) is slidably connected to the inner wall of the limiting groove plate (12).

8. The bucket for anti-slide pile construction according to claim 1, characterized in that: The limiting groove plate (12) is in the shape of a 1 / 4 arc, and multiple vertical reinforcing ribs (3) are arranged at equal intervals along the outer wall of the barrel body (1).

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