Reinforcement cage assembly for assisting concrete vibration

Abstract

The utility model belongs to the technical field of building construction, and particularly relates to an auxiliary concrete vibration reinforcement cage assembly which comprises a wall column reinforcement wall assembly, a plurality of reinforcement bodies are inserted into the wall column reinforcement wall assembly, and a containing area used for avoiding the reinforcement bodies is formed in the wall column reinforcement wall assembly in a penetrating mode. A protective piece for protecting the vibrating rod is arranged in the containing area, the protective piece is of a reinforcement cage frame structure and comprises a hot-dip galvanized steel mesh, the hot-dip galvanized steel mesh is rolled into a columnar structure, and a plurality of connecting pieces used for connection are arranged at the edges of the two ends of the hot-dip galvanized steel mesh at equal intervals. According to the utility model, the protective piece with the reinforcement cage frame structure is additionally arranged, the protective piece reserves a space for inserting the vibrating rod, and then the vibrating rod is inserted into the center of the device, so that the pouring is not influenced by the blocking of reinforcing steel bars and the like in the concrete pouring process, and the concrete is uniformly and compactly vibrated.

Description

Technical Field

[0001] The utility model belongs to the technical field of building construction, and in particular relates to an auxiliary concrete vibrating steel cage component. Background Art

[0002] Traditionally, after the beam and slab reinforcement is tied, during the concrete pouring of the wall columns, when the wall column height is too high and the stirrups are too dense, it is difficult for the vibrator to be smoothly inserted into the bottom of the wall column for effective vibration. The usual solution is to use a steel pipe to break the steel bars and insert the vibrator directly from the side of the beam steel bars for vibration. However, this method cannot control the distance between the vibrator and the formwork when inserted. The vibrator can easily tilt, causing the rod to hit the formwork, affecting the steel bar ties and the vertical pads of the protective layer. Ultimately, problems such as "honeycomb" and "rough surface" may appear on the surface of the wall column, making it difficult to solve the problem quickly and effectively.

[0003] It is in this context that this patent proposes an auxiliary vibrating steel cage assembly to avoid the occurrence of such hidden dangers. Utility Model Content

[0004] The purpose of the utility model is to provide a concrete vibrating auxiliary steel cage assembly to solve the problems raised in the above background technology.

[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: an auxiliary concrete vibrating steel cage assembly, comprising: a wall column steel wall assembly with multiple steel bar bodies inserted inside, a placement area for avoiding multiple steel bar bodies formed through the wall column steel wall assembly, a protective member for protecting the vibrating rod is provided in the placement area, and the protective member is a steel cage structure.

[0006] Preferably, the protective member comprises a hot-dip galvanized steel mesh, and the hot-dip galvanized steel mesh is rolled into a columnar structure.

[0007] Preferably, a plurality of connecting pieces are provided at equal distances at the edges of both ends of the hot-dip galvanized steel mesh, and the connecting pieces include first galvanized wire ties.

[0008] Preferably, the columnar structure is further provided with a plurality of steel rings to prevent deformation, the plurality of steel rings are equidistantly distributed in the axial direction of the columnar structure, and the steel rings are provided with a plurality of second galvanized wire ties bundled on the hot-dip galvanized steel mesh.

[0009] Preferably, a protection strip for connection protection is further provided at the edge connection of the hot-dip galvanized steel mesh, and slots are provided on both sides of the protection strip in the axial direction, and the edge positions at both ends of the hot-dip galvanized steel mesh are inserted into the slots on both sides.

[0010] Preferably, a plurality of holes for passing concrete slurry are formed on the hot-dip galvanized steel mesh, the holes are diamond-shaped, and the size of the holes is mm*mm.

[0011] Preferably, the wall column reinforcement wall assembly includes a plurality of vertical reinforcement bars distributed in parallel and a plurality of stirrups bundled onto the plurality of vertical reinforcement bars.

[0012] Compared with the prior art, the present invention has the following beneficial effects:

[0013] (1) The utility model adds a protective part of the steel cage structure, which reserves space for inserting the vibrating rod. The vibrating rod is then inserted into the center of the device so that the concrete pouring process will not be affected by the obstruction of steel bars, etc., thereby making the concrete vibrated uniform and dense.

[0014] (2) The utility model adds a hot-dip galvanized steel mesh, which can be manufactured on site according to the size of the placement area of ​​the wall column reinforcement wall assembly, thereby improving the practicality of the equipment.

[0015] (3) The utility model can prevent the columnar structure formed by the hot-dip galvanized steel mesh from deforming and collapsing by adding multiple steel rings in the protective member, thereby preventing the vibrating rod from being stuck in the protective member. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a top view of the utility model;

[0017] Figure 2 A three-dimensional diagram of the protective member of the present invention;

[0018] Figure 3 This is a cross-sectional view of the protective member and the steel ring of the utility model;

[0019] Figure 4 This is a partial diagram of the cooperation between the hot-dip galvanized steel mesh and the protective strip of the utility model;

[0020] In the figure: 1. Hot-dip galvanized steel mesh; 2. Eyelet; 3. First galvanized wire tie; 4. Steel ring; 5. Second galvanized wire tie; 6. Wall column reinforcement wall assembly; 7. Rebar body; 8. Protective strip; 9. Slot. DETAILED DESCRIPTION

[0021] 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.

[0022] refer to Figure 1-2 As shown, the utility model provides an auxiliary concrete vibrating steel cage assembly, including: a wall column steel wall assembly 6 with multiple steel body bodies 7 inserted inside, a placement area for avoiding the multiple steel body bodies 7 is formed through the wall column steel wall assembly 6, and a protective member for protecting the vibrating rod is provided in the placement area, and the protective member is a steel cage structure.

[0023] Combine Figure 2 As shown, the wall column reinforcement wall assembly 6 includes a plurality of vertical reinforcement bars distributed in parallel and a plurality of stirrups bundled on the plurality of vertical reinforcement bars.

[0024] As mentioned above, when using the wall column steel bar wall assembly 6 and the protective member provided by the present invention, the wall column steel bar wall assembly 6 is formed by bundling multiple vertical steel bars and multiple stirrups. After the wall column steel bar wall assembly 6 is installed at a predetermined position, the surrounding steel bar bodies 7 are inserted into the wall column steel bar wall assembly 6 in sequence. At this time, a protective member of corresponding size is made according to the wall column steel bar wall assembly 6. The protective member is inserted into the wall column steel bar wall assembly 6 after avoiding multiple steel bar bodies 7, so that the vibrating rod can vibrate at different depths in the wall column steel bar wall assembly 6 through the protective member.

[0025] Further, in order to prevent the hot-dip galvanized steel mesh 1 from affecting the production of the wall column reinforcement wall assembly 6, refer to Figure 2-3 As shown, the hot-dip galvanized steel mesh 1 is formed with a plurality of holes 2 for the passage of concrete slurry. The holes 2 are diamond-shaped and have a size of 35 mm by 35 mm. The holes 2 facilitate the flow of concrete slurry inside and outside the hot-dip galvanized steel mesh 1, allowing the concrete slurry to be evenly laid in the wall stud reinforcement wall assembly 6.

[0026] In this utility model, combined with Figure 1-2 As shown, the protective member of this embodiment includes a hot-dip galvanized steel mesh 1, which is rolled into a columnar structure.

[0027] Combine Figure 2 As shown, a plurality of connecting pieces are provided at equal distances at the edges of both ends of the hot-dip galvanized steel mesh 1 , and the connecting pieces include a first galvanized wire tie 3 .

[0028] As mentioned above, when using the protective member provided by the present invention, the protective member is a hot-dip galvanized steel mesh 1 that is made on-site according to the size of the wall column steel bar wall assembly 6. After the hot-dip galvanized steel mesh 1 is bent into a columnar structure, the edge position of the columnar structure is bundled by multiple first galvanized wire ties 3 to prevent the columnar structure from spreading.

[0029] Further, in order to improve the support strength of the hot-dip galvanized steel mesh 1, refer to Figure 1 and Figure 3As shown, the columnar structure is also equipped with multiple steel rings 4 to prevent deformation. The multiple steel rings 4 are evenly spaced in the axial direction of the columnar structure, and are equipped with multiple second galvanized wire ties 5 that are tied to the hot-dip galvanized steel mesh 1. When the hot-dip galvanized steel mesh 1 is bent into the columnar structure, the multiple steel rings 4 can provide support at different positions of the columnar structure, preventing the columnar structure from collapsing or deforming, thereby preventing the vibrator from getting stuck in the columnar structure.

[0030] Further, in order to facilitate the protection of the edge position of the hot-dip galvanized steel mesh 1 to avoid cutting the handling personnel, refer to Figure 4 As shown, the hot-dip galvanized steel mesh 1 is further provided with a protective strip 8 at the edge connection for connection protection. A slot 9 is provided on both sides of the protective strip 8 in the axial direction. The edges of the hot-dip galvanized steel mesh 1 are inserted into the slots 9 on both sides. When the hot-dip galvanized steel mesh 1 is bent into a columnar structure, the protective strip 8 protects the edges of the hot-dip galvanized steel mesh 1 through the two slots 9 to prevent cuts to the handling personnel.

[0031] Although the 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. An auxiliary concrete vibrating steel cage assembly, characterized in that: include: A wall column reinforced wall assembly (6) is provided with a plurality of reinforced steel bodies (7) inserted therein, wherein a placement area for avoiding the plurality of reinforced steel bodies (7) is formed through the wall column reinforced wall assembly (6), and a protective member for protecting a vibrating rod is provided in the placement area, wherein the protective member is a reinforced steel cage structure.

2. The auxiliary concrete vibrating steel cage assembly according to claim 1, characterized in that: The protective member comprises a hot-dip galvanized steel mesh (1), and the hot-dip galvanized steel mesh (1) is rolled into a columnar structure.

3. The auxiliary concrete vibrating steel cage assembly according to claim 2, characterized in that: A plurality of connecting pieces for connection are provided at equal distances at the edge positions of both ends of the hot-dip galvanized steel mesh (1), and the connecting pieces include first galvanized binding wires (3).

4. The auxiliary concrete vibrating steel cage assembly according to claim 2, characterized in that: The columnar structure is further provided with a plurality of steel rings (4) for preventing deformation, the plurality of steel rings (4) being distributed at equal distances in the axial direction of the columnar structure, and the steel rings (4) are provided with a plurality of second galvanized wire ties (5) bundled on the hot-dip galvanized steel mesh (1).

5. The auxiliary concrete vibrating steel cage assembly according to claim 2, characterized in that: The edge connection of the hot-dip galvanized steel mesh (1) is also provided with a protection strip (8) for connection protection, and slots (9) are provided in the axial direction on both sides of the protection strip (8), and the edge positions at both ends of the hot-dip galvanized steel mesh (1) are inserted into the slots (9) on both sides.

6. The auxiliary concrete vibrating steel cage assembly according to claim 2, characterized in that: The hot-dip galvanized steel mesh (1) is provided with a plurality of holes (2) for concrete slurry to pass through, the holes (2) are diamond-shaped, and the size of the holes (2) is 35 mm*35 mm.

7. The auxiliary concrete vibrating steel cage assembly according to claim 1, characterized in that: The wall column reinforcement wall component (6) comprises a plurality of vertical reinforcement bars distributed in parallel and a plurality of stirrups bundled on the plurality of vertical reinforcement bars.

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