Steel sheet pile sinking auxiliary device
Through the beam and mobile seat structure limiting steel sheet piles, combined with electric telescopic rods and roller guidance, the problems of uneven bending and stress during pile sinking are solved, and smooth pile sinking and stress uniformity are achieved, and operating efficiency is improved.
Patent Information
- Application Number
- CN202422562168.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-10-23
- Publication Date
- 2025-08-22
- Estimated Expiration
- 2034-10-23
AI Technical Summary
During the process of sinking steel sheet piles, the steel sheet piles are prone to bend and unevenly subjected to stress, resulting in damage and inconvenient fixation operation.
The cross beam and mobile seat structure are adopted to fix the position of the steel sheet piles by locking bolts, and the electric telescopic rod and roller limit are used to ensure that the steel sheet piles do not bend during the sinking process; at the same time, the auxiliary top plate and the fixed plate are used to clamp the top of the steel sheet piles to improve the uniformity of the force.
Effectively avoid bending of steel sheet piles, ensure smooth pile sinking operation, and improve the uniformity of steel sheet piles and improve the efficiency of pile sinking.
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Figure CN223256008U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of steel sheet pile driving, in particular to a steel sheet pile driving auxiliary device. Background Art
[0002] Steel sheet piles are a type of steel structure with linkage devices on the edges, which can be freely combined to form a continuous and tight retaining wall or water retaining wall. Steel sheet piles are a type of steel with a locking mouth. Their cross-sections include straight plate, groove and Z-shaped, and come in various sizes and interlocking forms. Common types include Larsen type and Lackawanna type. Their advantages are: high strength and easy to drive into hard soil layers; they can be constructed in deep water and, if necessary, added with inclined supports to form a cage; they have good waterproof performance; they can be formed into cofferdams of various shapes as needed and can be reused many times. Therefore, they have a wide range of uses.
[0003] In the prior art, the inventors found that there are at least the following problems in the prior art:
[0004] (1) When sinking steel sheet piles, due to their inherent flexibility, the sheet piles cannot be driven into the ground smoothly during construction. In addition, there are often hard plastic soil layers or even hard soil layers within the support depth to increase the thrust on them. However, the unstable force applied may cause the steel sheet piles to bend, which can easily cause damage to the sheet piles.
[0005] (2) When sinking steel sheet piles, the steel sheet piles need to be hoisted and then pressed down. When fixing the steel sheet piles, the top of the steel sheet piles are usually clamped and pressed down from the top of the steel sheet piles, which can easily lead to uneven force on the steel sheet piles and inconvenience in operation. Utility Model Content
[0006] In response to the shortcomings of the existing technology, the utility model provides a steel sheet pile driving auxiliary device, which has the advantages of facilitating the guidance and limitation of the steel sheet piles being driven, effectively preventing the steel sheet piles from bending, and solving the uneven force when pressing the steel sheet piles downward, thereby solving the problems raised in the background technology.
[0007] The utility model provides the following technical solutions: a steel sheet pile sinking auxiliary device, comprising a crossbeam, a steel sheet pile is arranged inside the crossbeam, an auxiliary top plate is provided at the top of the steel sheet pile, a movable seat is slidably clamped on the surface of the crossbeam, an electric telescopic rod is fixedly connected to the top of the movable seat, one end of the electric telescopic rod is fixedly connected to a fixed guide block, a sliding rod is slidably inserted on the surface of the fixed guide block, one end of the sliding rod is fixedly connected to an abutment block, and a plurality of rollers are rotatably connected to the side of the abutment block, and the rollers are located on one side of the steel sheet pile.
[0008] Preferably, both ends of the movable seat are threadedly connected with locking bolts, and the ends of the locking bolts abut against the side surfaces of the beam.
[0009] Preferably, a fixed block is fixedly connected to the lower surface of the movable seat, a threaded rod 1 is threadedly inserted into the side surface of the fixed block, one end of the threaded rod 1 is rotatably connected to a clamping seat, and the clamping seat matches the model and specifications of the edge of the steel sheet pile.
[0010] Preferably, the side surface of the fixed guide block is threadedly connected to a second threaded rod, and one end of the second threaded rod is rotatably connected to the side surface of the abutment block.
[0011] Preferably, a fixing head is fixedly connected to the side surface of the abutment block, one end of the fixing head is threadedly connected to an abutment screw, and one end of the abutment screw abuts against the inner wall of the beam.
[0012] Preferably, a fixing plate is fixedly connected to the lower surface of the auxiliary top plate, an electric telescopic rod 2 is fixedly connected to the lower surface of the auxiliary top plate, one end of the electric telescopic rod 2 is fixedly connected to an abutment plate, the abutment plate abuts against one side surface of the top of the steel sheet pile, and the fixing plate abuts against the other side surface of the top of the steel sheet pile.
[0013] Compared with the prior art, the present invention has the following beneficial effects:
[0014] The cam is fixed on the upper edge of the two beams and the upper edge of the two beams is fixed on the lower edge of the two beams, and the sliding seat is moved to the position on the surface of the beam. When it moves to the specified position, the locking bolt is tightened to fix the position of the moving seat, and the threaded rod is rotated to adjust the position of the clamping seat so that the clamping seat is engaged with the edge of the steel sheet pile. Then, the electric telescopic rod is started to move the fixed guide block to one side of the steel sheet pile. The threaded rod is manually rotated to drive the abutment block to move so that the side of the roller on the side of the abutment block abuts the side wall of the steel sheet pile. Finally, the abutment screw is manually rotated so that one end of the abutment screw abuts the inner wall of the beam to fix the position of the abutment block. When the steel sheet pile is sunk, the clamping seat is limited to the edge of the steel sheet pile by sliding and clamping, and the roller limits the moving steel sheet pile, which effectively ensures that the steel sheet pile does not bend during the sinking process, thereby making the pile sinking operation smoother and avoiding damage to the steel sheet pile.
[0015] 2. By providing an auxiliary top plate, when lifting the steel sheet pile, the auxiliary top plate is abutted against the top of the steel sheet pile. At this time, one side of the top of the steel sheet pile is abutted against the side of the fixed plate, and the electric telescopic rod 2 is started to drive the abutting plate to move, so that the abutting plate and the fixed plate cooperate with each other, thereby clamping and fixing the top of the steel sheet pile. In the process of pile sinking, since the lower surface of the auxiliary top plate fits with the top of the steel sheet pile, the contact area with the steel sheet pile during the downward pressing process of the steel sheet pile is greatly increased, thereby ensuring the uniformity of the force on the steel sheet pile and improving the pile sinking efficiency of the steel sheet pile. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 This is a schematic diagram of the overall structure of the device of the utility model;
[0017] Figure 2 This is a schematic diagram of the structure of the mobile seat of the utility model;
[0018] Figure 3 This is a schematic diagram of the auxiliary top plate structure of the utility model.
[0019] In the figure: 1. Crossbeam; 2. Steel sheet pile; 3. Moving seat; 4. Locking bolt; 5. Fixed block; 6. Threaded rod 1; 7. Clamping seat; 8. Electric telescopic rod 1; 9. Fixed guide block; 10. Sliding rod; 11. Threaded rod 2; 12. Abutment block; 13. Roller; 14. Fixed head; 15. Abutment screw; 16. Auxiliary top plate; 17. Fixed plate; 18. Electric telescopic rod 2; 19. Abutment plate. DETAILED DESCRIPTION
[0020] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without making creative efforts are within the scope of protection of the present invention.
[0021] Reference Figure 1-3 A steel sheet pile sinking auxiliary device includes a crossbeam 1, a steel sheet pile 2 is arranged inside the crossbeam 1, an auxiliary top plate 16 is provided on the top of the steel sheet pile 2, a movable seat 3 is slidably connected to the surface of the crossbeam 1, and the top of the movable seat 3 is fixedly connected to an electric telescopic rod 8, one end of the electric telescopic rod 8 is fixedly connected to a fixed guide block 9, a sliding rod 10 is slidably inserted on the surface of the fixed guide block 9, one end of the sliding rod 10 is fixedly connected to an abutment block 12, and a plurality of rollers 13 are rotatably connected to the side of the abutment block 12, and the roller 13 is located on one side of the steel sheet pile 2.
[0022] Among them, both ends of the movable seat 3 are threadedly connected with locking bolts 4, the end of the locking bolts 4 abuts against the side of the beam 1, and the sliding movable seat 3 moves to the position on the surface of the beam 1. When it moves to the specified position, tighten the locking bolts 4 to fix the position of the movable seat 3.
[0023] Among them, the lower surface of the movable seat 3 is fixedly connected with a fixed block 5, and a threaded rod 6 is threadedly inserted into the side of the fixed block 5. One end of the threaded rod 6 is rotatably connected to a clamping seat 7. The clamping seat 7 matches the model and specifications of the edge of the steel sheet pile 2. After rotating the threaded rod 6, the position of the clamping seat 7 is adjusted so that the clamping seat 7 is clamped with the edge of the steel sheet pile 2.
[0024] Among them, the side of the fixed guide block 9 is threadedly connected to a threaded rod 2 11, one end of the threaded rod 2 11 is rotatably connected to the side of the abutment block 12, and the threaded rod 2 11 is manually rotated to drive the abutment block 12 to move, so that the side of the roller 13 on the side of the abutment block 12 abuts against the side wall of the steel sheet pile 2.
[0025] Among them, the side of the abutment block 12 is fixedly connected with a fixed head 14, one end of the fixed head 14 is threadedly connected with an abutment screw 15, one end of the abutment screw 15 abuts against the inner wall of the beam 1, and the abutment screw 15 is manually rotated so that one end of the abutment screw 15 abuts against the inner wall of the beam 1, thereby fixing the position of the abutment block 12.
[0026] Among them, the lower surface of the auxiliary top plate 16 is fixedly connected to a fixing plate 17, and the lower surface of the auxiliary top plate 16 is fixedly connected to an electric telescopic rod 2 18, and one end of the electric telescopic rod 2 18 is fixedly connected to a contact plate 19, which contacts one side surface of the top of the steel sheet pile 2, and the fixing plate 17 contacts the other side surface of the top of the steel sheet pile 2. When the steel sheet pile 2 is lifted, the auxiliary top plate 16 is abutted against the top of the steel sheet pile 2. At this time, one side of the top of the steel sheet pile 2 is abutted against the side of the fixing plate 17, and the electric telescopic rod 2 18 is started to drive the abutment plate 19 to move, so that the abutment plate 19 and the fixing plate 17 cooperate with each other, thereby clamping and fixing the top of the steel sheet pile 2. In the process of pile sinking, since the lower surface of the auxiliary top plate 16 fits with the top of the steel sheet pile 2, the contact area with the steel sheet pile 2 during the downward pressing process of the steel sheet pile 2 is greatly improved, thereby ensuring the uniformity of the force on the steel sheet pile 2.
[0027] Working principle: when the device is in use, the bracket is used to fix the beam 1 in the pile sinking position, and the steel sheet pile 2 is moved to the inside of the two beams 1, and then the sliding movable seat 3 is moved to the position on the surface of the beam 1. When it moves to the specified position, the locking bolt 4 is tightened to fix the position of the movable seat 3, and the threaded rod 16 is rotated to drive the position of the clamping seat 7 to adjust the position of the clamping seat 7 so that the clamping seat 7 is clamped with the edge of the steel sheet pile 2, and then the electric telescopic rod 18 is started to move the fixed guide block 9 to one side of the steel sheet pile 2, and the threaded rod 2 11 is manually rotated to drive the abutment block 12 to move so that the side of the roller 13 on the side of the abutment block 12 abuts against the side wall of the steel sheet pile 2, and finally the abutment screw 15 is manually rotated so that one end of the abutment screw 15 abuts against the inner wall of the beam 1, thereby fixing the position of the abutment block 12. When the steel sheet pile 2 is sunk, the clamping seat 7 slides and engages the edge of the steel sheet pile 2, and the roller 13 limits the moving steel sheet pile 2, effectively ensuring that the steel sheet pile 2 does not bend during the sinking process. When the steel sheet pile 2 is lifted, the auxiliary top plate 16 is abutted against the top of the steel sheet pile 2. At this time, one side of the top of the steel sheet pile 2 is abutted against the side of the fixed plate 17, and the electric telescopic rod 2 is started to drive the abutting plate 19 to move, so that the abutting plate 19 and the fixed plate 17 cooperate with each other, thereby clamping and fixing the top of the steel sheet pile 2. During the pile sinking process, the lower surface of the auxiliary top plate 16 fits with the top of the steel sheet pile 2, which greatly increases the contact area with the steel sheet pile 2 during the downward pressing process of the steel sheet pile 2, thereby ensuring the uniformity of the force on the steel sheet pile 2.
[0028] In this description, it should be noted that, unless otherwise specified or limited, the terms "mounted," "connected," and "connected" should be understood broadly. For example, they can refer to fixed connections, removable connections, or integral connections; they can refer to direct connections, indirect connections through an intermediary, or internal connections between two components. Those skilled in the art will understand the specific meanings of these terms in this utility model based on the specific circumstances. Furthermore, in the description of this utility model, unless otherwise specified, "plurality" means two or more.
[0029] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and variations may be made to these embodiments without departing from the principles and spirit of the present invention, and the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A steel sheet pile driving auxiliary device, characterized by: The invention comprises a crossbeam (1), wherein a steel sheet pile (2) is arranged inside the crossbeam (1), an auxiliary top plate (16) is provided at the top of the steel sheet pile (2), a movable seat (3) is slidably engaged on the surface of the crossbeam (1), an electric telescopic rod (8) is fixedly connected to the top of the movable seat (3), one end of the electric telescopic rod (8) is fixedly connected to a fixed guide block (9), a sliding rod (10) is slidably engaged on the surface of the fixed guide block (9), one end of the sliding rod (10) is fixedly connected to an abutting block (12), and a side of the abutting block (12) is rotatably connected to a plurality of rollers (13), and the rollers (13) are located on one side of the steel sheet pile (2).
2. The steel sheet pile driving auxiliary device according to claim 1, characterized in that: Both ends of the movable seat (3) are threadedly connected with locking bolts (4), and the ends of the locking bolts (4) abut against the side surfaces of the crossbeam (1).
3. The steel sheet pile driving auxiliary device according to claim 1, characterized in that: The lower surface of the movable seat (3) is fixedly connected to a fixed block (5), the side surface of the fixed block (5) is threadedly plugged with a threaded rod (6), one end of the threaded rod (6) is rotatably connected to a clamping seat (7), and the clamping seat (7) matches the model and specifications of the edge of the steel sheet pile (2).
4. The steel sheet pile driving auxiliary device according to claim 1, characterized in that: The side surface of the fixed guide block (9) is threadedly connected to a second threaded rod (11), and one end of the second threaded rod (11) is rotatably connected to the side surface of the abutment block (12).
5. The steel sheet pile driving auxiliary device according to claim 1, characterized in that: A fixed head (14) is fixedly connected to the side of the abutment block (12), one end of the fixed head (14) is threadedly connected to an abutment screw (15), and one end of the abutment screw (15) abuts against the inner wall of the beam (1).
6. The steel sheet pile driving auxiliary device according to claim 1, characterized in that: The lower surface of the auxiliary top plate (16) is fixedly connected to a fixed plate (17), the lower surface of the auxiliary top plate (16) is fixedly connected to an electric telescopic rod (18), one end of the electric telescopic rod (18) is fixedly connected to an abutment plate (19), the abutment plate (19) abuts against one side surface of the top of the steel sheet pile (2), and the fixed plate (17) abuts against the other side surface of the top of the steel sheet pile (2).