Anti-deviation stable cast-in-place pile
By installing anti-offset components outside the steel cage, the problem of the steel cage offset in the construction of cast-injected piles is solved, ensuring the forming accuracy and construction quality of cast-injected piles.
Patent Information
- Application Number
- CN202420713043.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-09
- Publication Date
- 2025-03-14
- Estimated Expiration
- 2034-04-09
AI Technical Summary
During the construction of cast-in piles, it is difficult to accurately verify the verticality of the steel cage after being inserted into the pile hole, resulting in the possible deviation of the steel cage, affecting the construction progress and project quality.
An anti-offset assembly is designed, including two symmetrical connecting plates, arches, connecting blocks and double-headed screws, through which these components are arranged outside the steel cage to prevent the steel cage from being offset in the pile hole.
Through the design of anti-offset components, the installation accuracy of the steel cage in the pile hole is ensured, the deviation of the cast-injected pile is avoided, and the construction quality is improved.
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Figure CN222614160U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of cast-in-place pile construction, in particular to an anti-deviating stable cast-in-place pile. Background Art
[0002] Cast-in-place piles are piles made by pouring concrete or reinforced concrete into a hole in place. According to the different hole-forming methods, cast-in-place piles can be divided into bored cast-in-place piles, pipe-sinking cast-in-place piles, artificially dug cast-in-place piles, explosive expansion cast-in-place piles, etc. Cast-in-place piles are widely used in construction because of their advantages such as no vibration, no soil squeezing, low noise, and suitability for use in densely built urban areas.
[0003] At present, during the construction of cast-in-place piles, a crane is required to lift the steel cage into the pile hole pre-opened on the ground. However, due to the depth limit of the pile hole, it is difficult to accurately check the verticality of the steel cage after it is inserted into the pile hole. Once the steel cage is misaligned, the completed cast-in-place pile will be offset, which will not only seriously affect the subsequent construction progress, but also may pose a potential risk to the overall project quality. Therefore, ensuring the installation accuracy of the steel cage in the pile hole is crucial to the molding quality of the cast-in-place pile. In view of this, we propose an anti-deviated stable cast-in-place pile. Utility Model Content
[0004] The purpose of the utility model is to provide an anti-deviating stable cast-in-place pile to solve the problems raised in the above-mentioned background technology.
[0005] In order to achieve the above purpose, the utility model provides the following technical solutions:
[0006] An anti-deviating stable cast-in-place pile comprises a pile hole, in which a cast-in-place pile is installed;
[0007] The cast-in-place pile includes a pile body, and a steel cage is installed inside the pile body; the steel cage includes a plurality of vertically arranged main rods, and a plurality of connecting rings are installed on the outside of the plurality of main rods from top to bottom; a plurality of anti-deviation components are arranged between two adjacent connecting rings;
[0008] The anti-deviation assembly includes two symmetrical connecting plates, each of which is provided with threaded holes; connecting blocks are fixed to the two end faces of the two connecting plates close to the connecting rings, and hanging grooves are provided on the two opposite end faces of the two connecting blocks, and the hanging grooves are engaged with the corresponding connecting rings; arch plates are fixed to the two end faces of the two connecting plates away from the connecting rings, and the outer walls of the arch plates are pressed against the outer walls of the pile holes; a double-headed screw is provided between the two connecting plates, and the threads at both ends of the double-headed screw are threadedly connected with the corresponding threaded holes.
[0009] As a preferred technical solution of the utility model, the cross-section of the hanging groove is arc-shaped, and a plurality of anti-slip grooves are provided on the inner wall of the hanging groove.
[0010] As a preferred technical solution of the present utility model, the connecting plate, the arch plate and the connecting block are an integrally formed structure, and the connecting plate, the arch plate and the connecting block are all manufactured products made of galvanized steel.
[0011] As a preferred technical solution of the present invention, the overall shape of the connecting ring is annular, and the connecting ring is tightly welded to the main rod.
[0012] As a preferred technical solution of the utility model, the overall shape of the arch plate is arc-shaped, and the outer wall of the arch plate is smooth.
[0013] As a preferred technical solution of the utility model, an adjusting screw is coaxially fixed at the center of the double-headed screw, and a plurality of anti-slip grooves are provided on the outer wall of the adjusting screw.
[0014] As a preferred technical solution of the utility model, a limiting block is coaxially fixed at the end of the double-ended screw, and the diameter of the limiting block is larger than the diameter of the double-ended screw.
[0015] Compared with the prior art, the utility model has the following beneficial effects:
[0016] By setting up multiple anti-deviation components outside the steel cage: when the steel cage is placed in the pile hole, multiple arch plates are pressed against the inner wall of the pile hole. Under the action of multiple arch plates and connecting plates, the steel cage can be prevented from being deviated when placed in the pile hole, thereby ensuring the installation accuracy of the steel cage, thereby ensuring the accuracy of the cast-in-place pile after forming, and ensuring the quality of construction. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 It is a schematic diagram of the overall structure of the utility model;
[0018] Figure 2 This is a schematic diagram of the use state of the steel cage in the utility model;
[0019] Figure 3 It is a structural schematic diagram of the steel cage in the utility model;
[0020] Figure 4 It is a partial structural schematic diagram of the utility model;
[0021] Figure 5 It is a schematic diagram of the explosion structure of the anti-deviating component in the utility model;
[0022] Figure 6 It is a schematic diagram of a partial explosion structure of the anti-deviation component in the utility model.
[0023] In the figure:
[0024] 1. Pile body;
[0025] 2. Steel cage; 21. Connecting ring; 22. Main rod; 23. Anti-deviation assembly; 231. Connecting plate; 2311. Threaded hole; 232. Arch plate; 2321. Insert rod; 2322. Socket; 233. Connecting block; 2331. Hanging groove; 234. Adjusting screw; 235. Double-headed screw; 236. Limit block. DETAILED DESCRIPTION
[0026] 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.
[0027] This embodiment provides a technical solution:
[0028] See also Figure 1-Figure 6 , an anti-deviating stable cast-in-place pile, comprising a pile hole, in which a cast-in-place pile is installed. The cast-in-place pile comprises a pile body 1, and a steel cage 2 is installed inside the pile body 1; the steel cage 2 comprises a plurality of vertically arranged main rods 22, and a plurality of connecting rings 21 are installed on the outside of the plurality of main rods 22 from top to bottom; a plurality of anti-deviating components 23 are arranged between two adjacent connecting rings 21; the anti-deviating components 23 comprise two symmetrical connecting plates 231, and threaded holes 2311 are provided on the connecting plates 231; two end surfaces of the two connecting plates 231 close to the connecting rings 21 are fixed with connecting blocks 233, and two opposite end surfaces of the two connecting blocks 233 are provided with hanging grooves 2331, and the hanging grooves 2331 are hung and matched with the corresponding connecting rings 21; two end surfaces of the two connecting plates 231 away from the connecting rings 21 are fixed with arch plates 232, and the outer wall of the arch plates 232 is pressed against the outer wall of the pile hole; a double-headed screw rod 235 is arranged between the two connecting plates 231, and the threads at both ends of the double-headed screw rod 235 are threadedly connected with the corresponding threaded holes 2311.
[0029] In this embodiment, the cross-section of the hanging groove 2331 is arc-shaped, and a plurality of anti-skid grooves are provided on the inner wall of the hanging groove 2331. The arc-shaped design facilitates the connection between the hanging groove 2331 and the connecting ring 21, and the design of the anti-skid grooves increases the connection stability between the anti-deviation component 23 and the connecting ring 21.
[0030] In this embodiment, the connecting plate 231, the arch plate 232 and the connecting block 233 are an integrally formed structure, and the connecting plate 231, the arch plate 232 and the connecting block 233 are all made of galvanized steel. The integrally formed connecting plate 231, the arch plate 232 and the connecting block 233 have better connection strength, ensuring the service life of the connecting plate 231, the arch plate 232 and the connecting block 233, and the galvanized steel material has the advantage of high structural strength, and the use of this material ensures the structural strength of the connecting plate 231, the arch plate 232 and the connecting block 233.
[0031] In this embodiment, the overall shape of the connecting ring 21 is annular, and the connecting ring 21 is tightly welded to the main rod 22. The tight welding method ensures the connection reliability between the connecting ring 21 and the main rod 22, and ensures the structural strength of the steel cage 2.
[0032] In this embodiment, the overall shape of the arch plate 232 is arc-shaped, and the outer wall of the arch plate 232 is smooth. When the steel cage 2 is placed in the pile hole, the outer wall of the arch plate 232 rubs against the inner wall of the pile hole, and the smooth arc design can reduce friction and improve the convenience of installation.
[0033] In this embodiment, an adjusting screw 234 is coaxially fixed at the center of the double-ended screw 235, and a plurality of anti-slip grooves are provided on the outer wall of the adjusting screw 234. The arrangement of the adjusting screw 234 facilitates the rotation of the double-ended screw 235, thereby improving the convenience of operation.
[0034] In this embodiment, a limiting block 236 is coaxially fixed at the end of the double-ended screw 235, and the diameter of the limiting block 236 is larger than the diameter of the double-ended screw 235. The setting of the limiting block 236 can prevent the double-ended screw 235 from escaping from the threaded hole 2311.
[0035] In this embodiment, two insertion holes 2322 are opened at the bottom of the upper arch plate 232, and two insertion rods 2321 are fixed on the top of the lower arch plate 232, and the insertion rods 2321 are plugged into the insertion holes 2322. This design can improve the connection stability of the two arch plates 232.
[0036] It can be understood that the thread winding directions at both ends of the double-headed screw 235 in this embodiment are opposite. When the double-headed screw 235 rotates, the connecting plates 231 on both sides can move synchronously relative to each other, thereby conveniently driving the connecting blocks 233 on both sides to move synchronously relative to each other. This design facilitates the assembly of the anti-deviance component 23 and the steel cage 2.
[0037] It should be added that the main rod 22 and the connecting ring 21 in the present embodiment are both made of alloy steel. Alloy steel has excellent strength and toughness, so that the steel cage 2 can maintain its stability and integrity when subjected to various complex forces and challenges of the external environment, thereby ensuring the safety and reliability of the project. At the same time, the steel cage 2 made of alloy steel also has excellent corrosion resistance and wear resistance, and can maintain its stable performance for a long time in various harsh environments, and can provide solid support and guarantee for the project.
[0038] When in use, the user first aligns the connecting blocks 233 at both ends of the connecting plate 231 with the connecting rings 21 on the upper and lower sides, and aligns the hanging groove 2331 with the connecting ring 21, and then the user rotates the adjusting screw 234, and the adjusting screw 234 drives the double-headed screw rod 235 to rotate. With the rotation of the double-headed screw rod 235, the two connecting plates 231 move inwardly relative to each other synchronously, and at the same time, the connecting plate 231 drives the connecting blocks 233 on both sides to move. When the hanging groove 2331 is hung with the connecting ring 21, the anti-deviation component 23 is installed; repeat the above steps to install multiple anti-deviation components 23 in sequence;
[0039] When placing the steel cage 2, the operator operates the crane to lift the steel cage 2 and place it in the pile hole. At this time, the arch plate 232 outside the steel cage 2 rubs against the inner wall of the pile hole and moves downward. When the steel cage 2 is completely placed in the pile hole, the steel cage 2 is stably placed.
[0040] The above shows and describes the basic principle, main features and advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only preferred examples of the utility model and are not used to limit the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection of the utility model is defined by the attached claims and their equivalents.
Claims
1. An anti-deviating stable cast-in-place pile, comprising a pile hole, in which a cast-in-place pile is installed, characterized in that: The cast-in-place pile comprises a pile body (1), wherein a steel cage (2) is installed inside the pile body (1); the steel cage (2) comprises a plurality of vertically arranged main rods (22), and a plurality of connecting rings (21) are installed on the outside of the plurality of main rods (22) from top to bottom; and a plurality of anti-deviating components (23) are provided between two adjacent connecting rings (21); The anti-deviating assembly (23) comprises two symmetrical connecting plates (231), each of which is provided with a threaded hole (2311); connecting blocks (233) are fixed to two end surfaces of the two connecting plates (231) close to the connecting ring (21), and hanging grooves (2331) are provided to two opposite end surfaces of the two connecting blocks (233), and the hanging grooves (2331) are engaged with the corresponding connecting ring (21); arch plates (232) are fixed to two end surfaces of the two connecting plates (231) away from the connecting ring (21), and the outer wall of the arch plate (232) is pressed against the outer wall of the pile hole; a double-headed screw rod (235) is provided between the two connecting plates (231), and the threads at both ends of the double-headed screw rod (235) are threadedly connected to the corresponding threaded holes (2311).
2. The anti-deviating stable cast-in-place pile according to claim 1, characterized in that: The cross-sectional shape of the hanging groove (2331) is arc-shaped, and a plurality of anti-slip grooves are provided on the inner wall of the hanging groove (2331).
3. The anti-deviating stable cast-in-place pile according to claim 1, characterized in that: The connecting plate (231), the arch plate (232) and the connecting block (233) are an integrally formed structure, and the connecting plate (231), the arch plate (232) and the connecting block (233) are all manufactured products made of galvanized steel.
4. The anti-deviating stable cast-in-place pile according to claim 1, characterized in that: The overall shape of the connecting ring (21) is annular, and the connecting ring (21) and the main rod (22) are tightly welded.
5. The anti-deviating stable cast-in-place pile according to claim 1, characterized in that: The overall shape of the arch plate (232) is arc-shaped, and the outer wall of the arch plate (232) is smooth.
6. The anti-deviating stable cast-in-place pile according to claim 1, characterized in that: An adjusting screw (234) is coaxially fixed at the center of the double-ended screw rod (235), and a plurality of anti-slip grooves are formed on the outer wall of the adjusting screw (234).
7. The anti-deviating stable cast-in-place pile according to claim 1, characterized in that: A limiting block (236) is coaxially fixed at the end of the double-ended screw rod (235), and the diameter of the limiting block (236) is greater than the diameter of the double-ended screw rod (235).