Novel scaffold wall-connecting fastener for assembly type engineering
By using a new type of scaffolding wall tie fastener that does not require pre-embedding in prefabricated buildings, and using the bolt holes of the template reinforcement as fixing points, the problems of low construction efficiency and material waste of the traditional pre-embedded steel pipe method are solved, and efficient reuse and stable connection are achieved.
Patent Information
- Application Number
- CN202423030922.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-10
- Publication Date
- 2025-12-19
- Estimated Expiration
- 2034-12-10
AI Technical Summary
Traditional methods of pre-embedded steel pipes in prefabricated buildings are inefficient, involve complex procedures, result in significant material waste, and cannot be reused, thus increasing construction costs.
The new type of scaffolding wall tie fasteners that do not require pre-embedding are adopted. The template reinforcement bolt holes are used as fixing points, and stability is achieved through the connection of screws and nuts. The fasteners include a combination of right-angle fasteners and swivel fasteners, which can be reused in multiple projects or different construction stages.
It improves construction efficiency, reduces material and labor costs, increases material resource utilization, reduces resource consumption, and ensures the safety and stability of the connection.
Smart Images

Figure CN223689284U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of building engineering, especially a new type of scaffold wall connecting fastener for fabricated engineering. BACKGROUND
[0002] The scaffold wall connecting fastener plays a key role in the external protection scaffold system of building engineering and is an important component for ensuring the stability and safety of the scaffold, and its application involves multiple technical and structural aspects.
[0003] 1. Rigid connection technology: the rigid wall connecting piece is usually made of steel pipes, section steels and other materials.
[0004] 2. Flexible connection technology: the flexible wall connecting piece is mainly used in occasions with relatively low requirements for the stability of the scaffold, such as low-rise buildings or temporary simple scaffolds.
[0005] 3. Tension transmission technology: when the scaffold is subjected to outward tension, the wall connecting fastener should be able to effectively transmit the tension to the main structure of the building.
[0006] At present, manufacturers and construction parties have adopted various connection methods and fastener types to achieve effective application of the scaffold wall connecting fastener. In the fabricated structure building, the external wall is prefabricated in the factory and installed on site, and the prefabricated wall body needs to be installed at the beam position. In this case, the traditional method of embedding the tie-in point on the beam is difficult to implement because the embedding operation is limited by the installation process and structural characteristics of the prefabricated component.
[0007] However, the above-mentioned implementation still has the following problems: in terms of construction efficiency, the traditional embedded steel pipe method is complex, including the embedding, positioning, fixing of the steel pipe and the cutting treatment in the later stage, which consumes a lot of time and manpower. Even if the improved method of using a reserved tie-in hole is used, if the fastener design is unreasonable or the installation process is not optimized, it will also lead to slow installation speed and affect the overall construction progress. In terms of economic benefits, the embedded steel pipe in the traditional method cannot be recycled, causing waste of materials and increasing the cost of materials. At the same time, additional costs are generated due to the later plugging of the reserved hole, reducing economic benefits. In addition, if the fastener cannot be reused or the number of times of reuse is limited, it will also increase the long-term construction cost. In view of this problem, the present application proposes a new type of scaffold wall connecting fastener solution, which does not need to embed and cut the steel pipe, has high construction efficiency, and the fastener can be reused, which is convenient for construction and saves material cost, effectively improving the construction efficiency and economic benefits. CONTENT OF THE UTILITY MODEL
[0008] The utility model provides a new type of scaffold wall connecting fastener for fabricated engineering, solves the problem of complex process of traditional embedded steel pipe mode, including the embedding, positioning, fixing of steel pipe and cutting treatment in later period, etc.
[0009] To achieve the above object, the utility model discloses the following technical scheme:
[0010] A new type of scaffold wall connecting fastener for fabricated engineering, including the fastener body, the fastener body includes right angle fastener and rotating fastener, the right angle fastener and rotating fastener between the movable joint have the connecting column, this new type of scaffold wall connecting fastener for fabricated engineering still includes: the right angle fastener and rotating fastener swing joint, the right angle fastener upper surface is seted up with the clamping groove no.
[0011] Preferably, the screw rod two annular side surface thread sleeve has the nut one, and the screw rod two lower surface fixedly connected has the connecting shaft.
[0012] Preferably, the connecting shaft and the clamping groove no. 2 are rotatably connected, and the screw rod one annular side surface movable sleeve has the gasket and is threadedly connected with two nut two.
[0013] Compared with the prior art, the utility model has the following beneficial effects:
[0014] 1. The embedded steel pipe of the traditional scaffold wall connecting piece cannot be recycled, while the new type of fastener does not need to embed the steel pipe, greatly reducing the one-time investment cost of steel pipe materials. At the same time, the labor cost and material loss cost generated by the subsequent processing such as cutting after embedding the steel pipe are reduced. The new type of scaffold wall connecting fastener can be reused and can be recycled multiple times in multiple projects or different construction stages of the same project, improving the resource utilization rate of materials and reducing resource consumption.
[0015] 2. The scaffold wall connecting position and the formwork reinforcing bolt hole of the concrete cast-in-place part are designed simultaneously, and the draw hole reserved during formwork reinforcement is used as the fixing point of the wall connecting piece fastener. This avoids the traditional embedded steel pipe mode, reduces the additional damage to the wall structure and subsequent processing work. By increasing the screw rod eye on the new type of scaffold wall connecting fastener, the screw rod one is inserted, and then the nut two is used to tighten on the screw rod one. The double nut two increases the safety and stability of the connection, prevents the nut two from loosening during use, and ensures that the wall connecting fastener can withstand the load from the scaffold and reliably transmit it to the building structure. BRIEF DESCRIPTION OF DRAWINGS
[0016] The above description is only a summary of the technical scheme of the present application, in order to more clearly understand the technical means of the present application, and can be implemented according to the content of the specification, the following is a preferred embodiment of the present application and the detailed description of the drawings as follows.
[0017] Figure 1 The overall structure of the present application is shown in the figure;
[0018] Figure 2 The installation structure of the present application is shown in the figure;
[0019] Figure 3 The rotating fastener structure of the present application is shown in the figure;
[0020] Figure 4 The right-angle fastener structure of the present application is shown in the figure.
[0021] Legend: 1, right-angle fastener; 2, rotating fastener; 3, connecting column; 4, screw rod one; 5, screw rod two; 6, nut one; 7, connecting block; 9, fixed column; 10, card slot one; 11, connecting shaft; 12, card slot two; 13, gasket; 14, nut two. Specific implementation
[0022] The embodiment of the present application provides a new type of scaffold wall connecting fastener for fabricated engineering, which effectively solves the problem of complex process of traditional pre-embedded steel pipe method, including pre-embedding, positioning, fixing of steel pipe and cutting treatment in later period, etc., which consumes a lot of time and manpower. The fastener of the present application does not need to pre-embed and cut the steel pipe, has high construction efficiency, can be reused, is convenient to construct and saves material cost, and effectively improves the construction efficiency and economic benefit.
[0023] Embodiment 1
[0024] The technical scheme in the embodiment of the present application effectively solves the problem of complex process of traditional pre-embedded steel pipe method, including pre-embedding, positioning, fixing of steel pipe and cutting treatment in later period, etc., which consumes a lot of time and manpower, and the overall idea is as follows:
[0025] In view of the problems in the prior art, the utility model provides a novel scaffold wall connecting fastener for fabricated engineering, which comprises a fastener body, the fastener body comprises a right-angle fastener 1 and a rotating fastener 2, a connecting column 3 is movably connected between the right-angle fastener 1 and the rotating fastener 2, and the novel scaffold wall connecting fastener further comprises: the right-angle fastener 1 and the rotating fastener 2 are rotationally connected; a first clamping groove 10 and a second clamping groove 12 are formed in the upper surface of the right-angle fastener 1; a second screw rod 5 is movably connected to the left end of the rotating fastener 2; a connecting block 7 is fixedly connected to the right surface of the right-angle fastener 1; a first screw rod 4 is movably sleeved in the connecting block 7; a fixing column 9 is fixedly connected to the rotating fastener 2; the fixing column 9 is rotationally connected to the first clamping groove 10; the novel scaffold wall connecting fastener, the first screw rod 4, a second nut 14 and other devices are prepared; the length of the first screw rod 4 is determined according to the wall thickness or the requirements of single or double fasteners; the second nut 14 is complete and can be normally used; electric wrenches and other installation tools are prepared; two persons are arranged to perform construction cooperation; one person starts from the bottom of the building on the outside of the shear wall and determines the installation and fixing positions of each wall connecting fastener from bottom to top according to the predetermined scaffold wall connecting positions; the positions are ensured to be accurate and consistent with the overall scaffold building plan; after the positions are determined by the outside person, the novel scaffold wall connecting fastener is placed at the corresponding positions, the screw rod eye is aligned with the reserved draw die hole (or the installation position according to the design requirements), the inside person passes the first screw rod 4 through the screw rod eye and the reserved draw die hole, then the gasket 13 and the second nut 14 are sequentially sleeved on the surface of the first screw rod 4, the second nut 14 is tightened by using the electric wrench, and the wall connecting fastener is firmly fixed on the shear wall.
[0026] The second screw rod 5 is movably sleeved with a first nut 6 in the annular side surface, the second screw rod 5 is fixedly connected with a connecting shaft 11 in the lower surface, the two persons repeatedly perform the operation from bottom to top, the installation work of the entire scaffold wall connecting fastener is completed, the scaffold wall connecting positions and the template reinforcing bolt holes of the concrete cast-in-place part are designed simultaneously in the deepening design of the fabricated structure drawing, the draw die hole reserved during the template reinforcement is used as the fixing point of the wall connecting fastener, thus the traditional pre-embedded steel pipe mode is avoided, the additional damage to the wall structure and the subsequent treatment work are reduced, the first screw rod 4 is inserted into the screw rod eye added to the novel scaffold wall connecting fastener, then the second nut 14 is used to tighten the first screw rod 4, the double second nuts 14 increase the safety and stability of the connection, prevent the second nut 14 from loosening during use, and ensure that the wall connecting fastener can bear the load from the scaffold and reliably transmit the load to the building structure.
[0027] The connecting shaft 11 is rotationally connected with the clamping groove two 12, the annular side of the screw rod one 4 movably sleeved with the gasket 13 and threadedly sleeved with two nuts two 14, the pre-buried steel pipe of the traditional scaffold wall connecting piece cannot be recycled, the new type of fastener does not need to be pre-buried with the steel pipe, which greatly reduces the one-time investment cost of the steel pipe material, at the same time, reduces the labor cost and material loss cost generated by the subsequent processing such as cutting after pre-buried with the steel pipe, the new type of scaffold wall connecting fastener can be reused, can be recycled multiple times in multiple projects or different construction stages of the same project, improves the resource utilization rate of materials, and reduces resource consumption.
[0028] Working principle:
[0029] Prepare the new type of scaffold wall connecting fastener, screw rod one 4, nut two 14 and other devices, the length of the screw rod one 4 is prepared according to the wall thickness or single / double fastener requirements, the nut two 14 is complete and can be normally used, at the same time, prepare the electric wrench and other installation tools, arrange two people to cooperate in construction, one person starts from the bottom of the building outside the shear wall, according to the predetermined scaffold wall position, determines the installation and fixing position of each wall connecting fastener from bottom to top, ensures the accurate position, and is consistent with the overall scaffold building plan, after the outside personnel determine the position, place the new type of scaffold wall connecting fastener at the corresponding position, make the screw rod eye align with the reserved draw die hole (or according to the design requirements of the installation position), the inside personnel pass the screw rod one 4 through the screw rod eye and the reserved draw die hole, then sequentially sleeve the gasket 13 and the nut two 14 on the surface of the screw rod one 4, and tighten the nut two 14 by using the electric wrench, so as to firmly fix the wall connecting fastener on the shear wall, two people repeat the operation from bottom to top, and complete the installation work of the whole scaffold wall connecting fastener, when the assembly type structure drawing is deepened, the scaffold wall position and the template reinforcing bolt hole of the concrete cast-in-place part are designed at the same time, the draw die hole reserved during the template reinforcement is used as the fixing point of the wall connecting piece fastener, so that the traditional pre-buried steel pipe mode is avoided, the additional damage to the wall structure and the subsequent processing work are reduced, through the screw rod eye added on the new type of scaffold wall connecting fastener, the screw rod one 4 is inserted, then the nut two 14 is fastened on the screw rod one 4, the double nut two 14 functions to increase the safety and stability of the connection, prevent the nut two 14 from loosening during use, ensure that the wall connecting fastener can bear the load from the scaffold and reliably transmit it to the building structure, the pre-buried steel pipe of the traditional scaffold wall connecting piece cannot be recycled, the new type of fastener does not need to be pre-buried with the steel pipe, which greatly reduces the one-time investment cost of the steel pipe material, at the same time, reduces the labor cost and material loss cost generated by the subsequent processing such as cutting after pre-buried with the steel pipe, the new type of scaffold wall connecting fastener can be reused, can be recycled multiple times in multiple projects or different construction stages of the same project, improves the resource utilization rate of materials, and reduces resource consumption.
[0030] Finally, it should be noted that: apparently, the above embodiments are merely examples for clearly illustrating the utility model, and are not limited to the implementation. For ordinary skilled persons in the art, other different forms of changes or variations can be made on the basis of the above description. Here, it is not necessary and impossible to exhaust all the implementation. The obvious changes or variations derived therefrom are still within the protection scope of the utility model.
Claims
1. A new type of wall connecting fastener for fabricated engineering scaffolding, comprising a fastener body, the fastener body comprising a right-angle fastener (1) and a rotating fastener (2), a connecting column (3) being movably clamped between the right-angle fastener (1) and the rotating fastener (2), characterized in that, The new scaffold wall connecting fastener for fabricated engineering further comprises: the rotating connection between the right-angle fastener (1) and the rotating fastener (2), and the upper surface of the right-angle fastener (1) is provided with a clamping groove I (10) and a clamping groove II (12); Wherein, the left end of the rotating fastener (2) is movably clamped with a screw rod II (5), the right surface of the right-angle fastener (1) is fixedly connected with a connecting block (7), and the connecting block (7) is movably sleeved with a screw rod I (4).
2. A new type of wall connecting fastener for fabricated engineering scaffold according to claim 1, characterized in that: The rotating fastener (2) is fixedly connected with a fixed column (9). Wherein, the fixed column (9) is rotatably connected with the clamping groove I (10).
3. A new type of wall connecting fastener for fabricated engineering scaffold according to claim 1, characterized in that: The annular side surface of the screw rod II (5) is threadedly sleeved with a nut I (6).
4. A new type of wall connecting fastener for fabricated engineering scaffold according to claim 1, characterized in that: The lower surface of the screw rod II (5) is fixedly connected with a connecting shaft (11).
5. A new type of wall connecting fastener for fabricated engineering scaffolding according to claim 4, characterized in that: The connecting shaft (11) is rotatably connected with the clamping groove II (12).
6. A new type of wall connecting fastener for fabricated engineering scaffolding according to claim 1, characterized in that: The annular side surface of the screw rod I (4) is movably sleeved with a gasket (13) and threadedly sleeved with two nut II (14).