Reinforcement cage hanging bar connecting structure for all-casing secant pile

By adopting a combined structure of main ribs, support ribs and reinforcement hoops in the lifting device of the steel cage, and using the connection method of threaded sleeves and hanging rib components, the problem of loosening caused by traditional devices is solved, resulting in the inability to effectively carry the weight of the steel cage, and the stability of the steel cage during docking is achieved.

CN222810323UActive Publication Date: 2025-04-29CHINA COMMUNICATIONS CONSTRUCTION
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202421769968.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-25
Publication Date
2025-04-29
Estimated Expiration
2034-07-25

AI Technical Summary

Technical Problem

When the traditional steel cage lifting device is lifted and placed into the hole, the steel sleeve alone cannot effectively carry the weight, resulting in the steel cage being loose.

Method used

Multiple main ribs and support ribs are connected by reinforced hoops. Thread sleeves and hanging rib components are arranged at the upper and lower ends of the main ribs. The hanging rib components are connected to the main ribs through fixtures, and docking and reinforcement are achieved through the combination of the threaded sleeves and hanging rib components.

Benefits of technology

It effectively avoids the looseness of the steel cages when they are connected, and ensures the stability of the two steel cages when they are connected.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN222810323U_ABST
    Figure CN222810323U_ABST
Patent Text Reader

Abstract

The utility model discloses a reinforcement cage hanging bar connecting structure for a full casing secant pile, which comprises a plurality of main bars, a plurality of supporting bars are arranged on the inner sides of the main bars, the main bars and the supporting bars are connected through reinforcing hoops, and threaded sleeves and hanging bar components are respectively arranged at the upper ends and the lower ends of the main bars. The steel reinforcement cage butt joint device has the advantages that the upper main reinforcement and the lower main reinforcement are connected through the threaded sleeve to be in butt joint, the steel reinforcement hanging assembly is used for reinforcing and supporting the connection portion of the steel reinforcement cages, the stability of the two steel reinforcement cages in the butt joint process is guaranteed, and the phenomenon that the steel reinforcement cages are loosened is effectively avoided.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The utility model relates to the technical field of steel cages, in particular to a steel cage suspension bar connection structure for full-casing pipe bite piles. Background Art

[0002] During the construction of bridges, culverts or high-rise buildings, in order to ensure the stability of the building, it is usually necessary to pour a very deep foundation. The method used is to drill a hole in the ground first, and then pour it when the hole depth reaches the design requirements. In order to improve the tensile strength of concrete, a cylindrical steel bar support made of main bars and coil bars welded together needs to be placed in the hole first. This steel bar support is often called a steel cage.

[0003] The traditional rebar cage lifting device uses a simple hook to hook the surrounding steel bars at one end of the rebar cage, lifts the rebar cage vertically and places it into the hole, and completes the docking and fixing effect after mechanical connection through the rebar sleeve. However, since the entire rebar cage is heavy, the rebar sleeve alone cannot bear the weight. The rebar sleeve has the defects of low efficiency in screwing the rebar into the sleeve and low connection quality, which makes it easy for the rebar cage to loosen. Utility Model Content

[0004] The utility model aims to provide a steel cage suspension bar connection structure for full-casing pipe bite piles 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] The utility model provides a steel cage suspension bar connection structure for full-casing bite piles, comprising a plurality of main bars, a plurality of support bars are arranged inside the main bars, the main bars and the support bars are connected by a reinforcing hoop, threaded sleeves and suspension bar assemblies are respectively arranged at the upper and lower ends of the main bars, and the suspension bar assembly is connected to the main bars by a fixing piece.

[0007] Furthermore, a plurality of the main ribs and the supporting ribs are arranged at equal distances on both sides of the inner and outer sides of the reinforcing hoop, and the height of the main ribs is greater than the height of the supporting ribs and the reinforcing hoop.

[0008] Furthermore, the reinforcing hoop is spiral-shaped, and the reinforcing hoop, the main ribs and the supporting ribs are welded to each other.

[0009] Furthermore, the upper and lower ends of the main reinforcement are respectively provided with an upper external thread and a lower external thread, and the threaded sleeve and the suspension rod assembly are respectively threadedly connected with the upper external thread and the lower external thread.

[0010] Furthermore, the suspension rod assembly includes a positioning nut and a connecting rod, and the positioning nut is threadedly connected to the lower external thread.

[0011] Furthermore, the connecting rib is L-shaped, and includes a telescopic portion and a suspension portion, and a limiting portion is provided at the upper end of the telescopic portion.

[0012] Furthermore, the telescopic part has a threaded end and a smooth end, and the telescopic part is connected to the positioning nut via the threaded end.

[0013] Furthermore, the support ribs are located on the inner side of the reinforcing hoop, and the number of the support ribs is less than the number of the main ribs.

[0014] Beneficial effect: A steel cage hanger bar connection structure for full-casing bite piles, which adopts a threaded sleeve to connect the upper and lower main bars for docking, and adopts a hanger bar assembly to reinforce and support the connection part of the steel cages, thereby ensuring the stability of the two steel cages when docking and effectively avoiding the steel cages from loosening. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0016] Figure 2 It is a partial structural schematic diagram of the utility model;

[0017] Figure 3 It is a schematic diagram of the structure of the suspension rod assembly of the utility model.

[0018] Reference numerals

[0019] 1-main reinforcement, 2-support reinforcement, 3-reinforcement hoop, 4-threaded sleeve, 5-suspension reinforcement assembly, 51-positioning nut, 52-connecting reinforcement, 521-telescopic part, 522-suspension part, 523-limiting part, 6-upper external thread, 7-lower external thread, 8-fixing part. DETAILED DESCRIPTION

[0020] The following are specific embodiments of the present invention and the accompanying drawings to further describe the technical solution of the present invention, but the present invention is not limited to these embodiments.

[0021] Example

[0022] like Figure 1-3 As shown, a steel cage suspension bar connection structure for full-casing bite piles includes multiple main bars 1, multiple support bars 2 are arranged on the inner side of the main bars 1, the main bars 1 and the support bars 2 are connected by a reinforcing hoop 3, threaded sleeves 4 and suspension bar assemblies 5 are respectively arranged at the upper and lower ends of the main bars 1, and the suspension bar assembly 5 is connected to the main bars 1 by a fixing piece 8.

[0023] A plurality of main bars 1 and support bars 2 are equidistantly arranged on both sides of the inner and outer sides of the reinforcing hoop 3. The height of the main bars 1 is greater than that of the support bars 2 and the reinforcing hoop 3. The reinforcing hoop 3 is spiral-shaped, and the reinforcing hoop 3, the main bars 1 and the support bars 2 are welded to each other. The reinforcing hoop 3 is placed between the main bars 1 and the support bars 2 and fixed to each other by welding. The support bars 2 are welded to the inside of the steel cage and are arranged equidistantly with the reinforcing hoop 3 as the center of the circle, so as to support and reinforce the overall structure of the steel cage.

[0024] The upper and lower ends of the main reinforcement 1 are respectively provided with an upper external thread 6 and a lower external thread 7, and the threaded sleeve 4 and the hanger assembly 5 are respectively threadedly connected with the upper external thread 6 and the lower external thread 7. When the two reinforcement cages are butt-jointed up and down, the threaded sleeve 4 is used to lock the upper external thread 6 and the lower external thread 7 with each other to achieve butt-jointing.

[0025] The suspension bar assembly 5 includes a positioning nut 51 and a connecting bar 52. The positioning nut 51 is threadedly connected to the lower external thread 7. The connecting bar 52 is L-shaped. The connecting bar 52 includes a telescopic part 521 and a suspension part 522. A limiting part 523 is provided at the upper end of the telescopic part 521. The telescopic part 521 has a threaded end and a smooth end. The telescopic part 521 is connected to the positioning nut 51 through the threaded end. The suspension bar assembly 5 is placed at the lower end of the main bar 1. After the two steel cages are connected to each other, the connecting bar 52 on the suspension bar assembly 5 is rotated, and one L-shaped end is rotated to the outside of the steel cage and inserted into the reinforcing hoop 3 of the lower end steel cage, which plays a role of suspension auxiliary support to prevent the two steel cages from loosening.

[0026] When in use, the steel cage at the upper end is suspended by the lifting device and docked with the steel cage at the lower end. The pre-docking is completed by the lifting device, and then the threaded sleeve 4 on the main reinforcement 1 of the lower reinforcement cage is screwed upward along the upper external thread 6 until the threaded sleeve 4 is screwed onto the lower external thread 7 of the main reinforcement 1 of the upper reinforcement cage, so that the main reinforcement 1 of the upper and lower reinforcement cages is completed with the upper and lower docking, and is locked and fixed by the threaded sleeve 4. Finally, the hanging bar assembly 5 on the upper reinforcement cage is adjusted, and the connecting bar 52 on the hanging bar assembly 5 is rotated, one end of the L-shape is rotated to the outside of the reinforcement cage, and inserted into the reinforcing hoop 3 of the lower reinforcement cage, which plays the role of suspension auxiliary support to prevent the two reinforcement cages from loosening.

[0027] Finally, it should be noted that the above description is only a preferred embodiment of the utility model and is not intended to limit the utility model. Although the utility model is described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions recorded in the aforementioned embodiments or replace some of the technical features therein by equivalents. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the utility model content within the protection scope of the utility model.

Claims

1. A steel cage suspension bar connection structure for full-casing occlusal piles, characterized in that: The invention comprises a plurality of main ribs (1), a plurality of supporting ribs (2) are arranged inside the main ribs (1), the main ribs (1) and the supporting ribs (2) are connected via a reinforcing hoop (3), the upper and lower ends of the main ribs (1) are respectively provided with a threaded sleeve (4) and a suspension rib assembly (5), and the suspension rib assembly (5) is connected to the main ribs (1) via a fixing member (8).

2. A steel cage suspension bar connection structure for full-casing occlusal piles according to claim 1, characterized in that: A plurality of the main ribs (1) and the support ribs (2) are arranged at equal distances on both sides of the inner and outer sides of the reinforcing hoop (3); the height of the main ribs (1) is greater than the heights of the support ribs (2) and the reinforcing hoop (3).

3. A steel cage suspension bar connection structure for full-casing occlusal piles according to claim 1, characterized in that: The reinforcing hoop (3) is spiral-shaped, and the reinforcing hoop (3) and the main ribs (1) and the supporting ribs (2) are welded to each other.

4. A steel cage suspension bar connection structure for full-casing occlusal piles according to claim 1, characterized in that: The main reinforcement (1) has an upper external thread (6) and a lower external thread (7) at the upper and lower ends respectively, and the threaded sleeve (4) and the suspension reinforcement assembly (5) are respectively threadedly connected to the upper external thread (6) and the lower external thread (7).

5. A steel cage suspension bar connection structure for full-casing occlusal piles according to claim 4, characterized in that: The suspension rod assembly (5) comprises a positioning nut (51) and a connecting rod (52), and the positioning nut (51) is threadedly connected to the lower external thread (7).

6. A steel cage suspension bar connection structure for full-casing occlusal piles according to claim 5, characterized in that: The connecting rib (52) is L-shaped, and comprises a telescopic portion (521) and a suspension portion (522). A limiting portion (523) is provided at the upper end of the telescopic portion (521).

7. A steel cage suspension bar connection structure for full-casing occlusal piles according to claim 6, characterized in that: The telescopic portion (521) has a threaded end and a smooth end, and the telescopic portion (521) is connected to the positioning nut (51) via the threaded end.

8. The steel cage suspension bar connection structure for full-casing occlusal piles according to claim 1, characterized in that: The support ribs (2) are located on the inner side of the reinforcing hoop (3), and the number of the support ribs (2) is less than the number of the main ribs (1).