Novel scaffold wall connecting piece

Abstract

The utility model relates to the technical field of building scaffold components, in particular to a novel scaffold wall connecting piece which comprises an embedded part embedded in a building concrete structure and a connecting piece for connecting the embedded part with a scaffold, and the connecting piece is in threaded connection with the embedded part. The outward connecting opening of the embedded part is flush with the surface of the building concrete structure. The utility model has the following beneficial effects: 1, the scaffold is convenient to disassemble and assemble, so that the scaffold can be disassembled for a short time during wall construction operation, and the cross operation and scaffold installation efficiency is improved; 2, the embedded part does not need to be dismantled in the later period, a connecting opening of the embedded part is flush with the surface of the building, remaining holes are easy to repair, and the effects of small engineering amount and water seepage prevention are achieved; and 3, the disassembled cross rod can be recycled, so that the problem of secondary processing and manufacturing of parts is solved, the labor and the time are greatly saved, and the effects of low cost and high practicability of the wall connecting piece are achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of building scaffolding components, in particular to a novel scaffolding wall connecting component. Background Art

[0002] In construction projects, wall ties are often used to tie external scaffolding together to ensure the stability of the scaffolding and prevent it from being too high and shaking or even collapsing. Currently, traditional wall ties are short steel pipes embedded in the floor slab, which are tied to the external scaffolding with fasteners and a crossbar. This method requires cutting the short steel pipes during dismantling, which is time-consuming and labor-intensive, with cumbersome procedures. It also leaves large gaps, which may create a risk of water seepage in the floor slab after filling. In addition, traditional scaffolding can easily hinder other construction operations, such as exterior wall plastering or wall masonry. Short-term dismantling and installation are more troublesome, and pre-embedded wall ties are prone to positioning deviations during concrete pouring, resulting in the scrapping of the embedded parts. Utility Model Content

[0003] The purpose of the present utility model is to address the deficiencies of the existing technology and provide a new type of scaffolding wall connecting member, which adopts embedded parts that do not need to be subsequently removed. The scaffolding clamp is fixedly connected to the embedded parts through a cross bar, and the cross bar and the embedded parts are threadedly connected, so that the cross bar is easy to disassemble and can be reused.

[0004] The technical solution adopted by the utility model to solve its technical problems is: a new type of scaffolding wall connecting part, including an embedded part embedded in the building concrete structure, and a connecting part connecting the embedded part and the scaffolding, the connecting part is threadedly connected to the embedded part, and the outward connection port of the embedded part is flush with the surface of the building concrete structure.

[0005] Preferably, the embedded part is a pipe, one end of which is provided with a threaded hole, the other end is sealed and fixed to the steel bars in the building concrete structure before pouring. The embedded part is fixed to the steel bars to prevent the embedded part from shifting during concrete pouring.

[0006] Preferably, the embedded part includes a sleeve with a threaded hole, and an anchor plate is welded to the tail end of the sleeve. The anchor plate is fixed to the steel bars in the building concrete structure before casting.

[0007] Preferably, the embedded part comprises a sleeve with a threaded hole, the tail end of the sleeve being connected to an anchor plate via a tapered tube. The anchor plate is fixed to the steel bars within the building concrete structure before casting. The smaller diameter end of the tapered tube is welded to the sleeve, while the larger diameter end of the tapered tube is welded to the anchor plate, thereby enhancing the overall anchoring effect of the anchor plate on the sleeve.

[0008] Preferably, the embedded part comprises a sleeve with a threaded hole, the rear end of the sleeve being connected to an anchor plate via a tapered tube, and a fixing steel sheet welded to the front connection of the sleeve, which is fixed to the formwork before pouring. The fixing steel sheet fits against the formwork and is secured with steel nails, thereby securing the embedded part to prevent displacement during pouring. At the same time, the sleeve's connection is tightly against the formwork, preventing concrete from entering the sleeve during pouring.

[0009] Preferably, the anchor plate is disposed inside the steel bars within the building concrete structure. After the embedded component is secured, at least one side of the steel bars of the steel cage is located between the sleeve and the anchor plate, thereby preventing loosening due to significant external forces and enhancing the stability and reliability of the wall connection.

[0010] Preferably, the fixing steel sheet is in the shape of a long strip welded just above the front end of the sleeve, and the fixing steel sheet is provided with at least two nail holes.

[0011] Preferably, the fixing steel sheet is a circular ring welded to the front end of the sleeve, and the fixing steel sheet has at least three nail holes evenly distributed along the circumference. When the embedded part is placed, the nail holes are positioned above the sleeve as much as possible to facilitate the fixing operation.

[0012] Preferably, the connecting member comprises a cross bar, and the cross bar is welded with a screw.

[0013] Preferably, the diameter of the cross rod is larger than that of the screw rod.

[0014] The beneficial effects of the present invention are: a new type of scaffolding wall connecting member, which includes an embedded member pre-embedded in the building concrete structure, and a connecting member connecting the embedded member and the scaffolding, the connecting member is threadedly connected to the embedded member, and the outward connection port of the embedded member is flush with the surface of the building concrete structure. The present invention uses threaded embedded members and connecting members as scaffolding wall connecting members, which has the following beneficial effects: 1. It is easy to disassemble and install, so that it can be disassembled in a short period of time during wall construction, which improves the efficiency of cross-operation and scaffolding installation; 2. The embedded member does not need to be disassembled in the later stage, and its connection port is flush with the building surface, and the remaining holes are easy to repair, achieving the effect of small engineering workload and anti-seepage; 3. The dismantled crossbar can be recycled, which solves the problem of secondary processing of parts, greatly saves labor and time, and achieves the effect of low cost and high practicality of the wall connecting member. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a structural schematic diagram of the embedded parts and the embedded side beams;

[0016] Figure 2 is a side view of the embedded part head;

[0017] Figure 3Schematic diagram of the connecting member structure.

[0018] Description of reference numerals:

[0019] 1 - embedded parts, 11 - sleeve, 12 - tapered cylinder, 13 - anchor plate, 14 - fixing steel sheet, 141 - nail hole, 2 - connector, 21 - cross bar, 22 - screw, 3 - formwork, 4 - inside the side beam, 5 - reinforcement. DETAILED DESCRIPTION

[0020] The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments, but the scope of implementation of the present invention is not limited thereto.

[0021] like Figures 1 to 3 As shown, a new type of scaffolding wall connecting member in this embodiment is mainly used for connecting the scaffolding to the building, including an embedded part 1 and a connecting part 2. The embedded part 1 is embedded in the building body before pouring and does not need to be removed later. The connecting part 2 is threadedly connected to the embedded part 1, and the scaffolding is fixed to the connecting part 2 by fasteners.

[0022] The embedded part 1 comprises a sleeve 11 and a tapered tube 12 coaxially welded together. An anchor plate 13 is welded to the larger-diameter end of the tapered tube 12, and a fixing steel sheet 14 is welded to the head of the sleeve 11. Before pouring the structure, the embedded part 1 is placed within the edge beam 4, with the anchor plate 13 positioned inside the beam's reinforcement 5. The head of the sleeve 11 is placed against the edge beam formwork 3, and nails are driven through the nail holes 141 in the fixing steel sheet 14 and into the formwork 3 to secure the embedded part 1. This prevents mortar from flowing into the sleeve 11 during pouring and prevents the embedded part 1 from shifting.

[0023] The connecting member 2 is formed by coaxially welding a larger cross bar 21 and a smaller diameter screw 22 . The screw 22 can be inserted into the sleeve 11 and threadedly connected, so that the connecting member 2 can be easily disassembled and assembled.

[0024] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the present invention, and for the convenience of describing the technical solution, the front, back, left, right, top, middle, and bottom directions adopted are based on the settings in the accompanying drawings, rather than limiting the scope of protection of the present invention. Although the present invention has been described in detail with reference to the preferred embodiments, ordinary technicians in this field should understand that the technical solution of the present invention can be modified or replaced by equivalents without departing from the essence and scope of the technical solution of the present invention.

Claims

1. A new type of scaffolding wall connecting piece, characterized by: The invention comprises an embedded part embedded in a building concrete structure, and a connecting part connecting the embedded part and a scaffold. The connecting part is threadedly connected to the embedded part, and the outward connecting port of the embedded part is flush with the surface of the building concrete structure.

2. A novel scaffolding wall connecting member according to claim 1, characterized in that: The embedded part is a pipe fitting, one end of which is provided with a threaded hole, and the other end is sealed and fixed to the steel bars in the building concrete structure before pouring.

3. A novel scaffolding wall connecting member according to claim 1, characterized in that: The embedded part includes a sleeve with a threaded hole, and an anchor plate is welded to the tail end of the sleeve. The anchor plate is fixed to the steel bars in the building concrete structure before casting.

4. A novel scaffolding wall connecting member according to claim 1, characterized in that: The embedded part includes a sleeve with a threaded hole. The tail end of the sleeve is connected to an anchor plate through a tapered tube. The anchor plate is fixed to the steel bars in the building concrete structure before casting.

5. The novel scaffolding wall connecting member according to claim 1 is characterized in that: The embedded part includes a sleeve with a threaded hole, the tail end of the sleeve is connected to an anchor plate through a tapered tube, and the front end connection port of the sleeve is welded with a fixed steel sheet, which is fixed to the template before casting.

6. The novel scaffolding wall connecting member according to any one of claims 3 to 5, characterized in that: The anchor plate is arranged inside the steel bars in the building concrete structure.

7. The novel scaffolding wall connecting member according to claim 5 is characterized in that: The fixing steel sheet is in the shape of a long strip welded to the top of the front end of the sleeve, and is provided with at least two nail holes.

8. The novel scaffolding wall connecting member according to claim 5 is characterized in that: The fixing steel sheet is a circular ring welded to the front end of the sleeve, and the fixing steel sheet is evenly distributed with at least three nail holes in the circumference.

9. The novel scaffolding wall connector according to claim 1 is characterized in that: The connecting member comprises a cross bar, and a screw rod is welded to the cross bar.

10. A novel scaffolding wall connector according to claim 9, characterized in that: The cross rod has a diameter greater than that of the screw rod.

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