Punched steel plate net connecting device for socket and spigot type disc buckle type steel pipe scaffold
By welding lock buckles and hook lock buckles on the steel pipe connecting disc, the problem of unreliable connection between socket-type disc-type steel pipe scaffolding and punched steel plate mesh in the existing technology is solved, and an efficient, safe and low-cost connection effect is achieved.
Patent Information
- Application Number
- CN202511097144.8
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-08-06
- Publication Date
- 2025-10-17
AI Technical Summary
The existing connection method between socket-type disc-type steel pipe scaffolding and perforated steel mesh has problems such as unreliability, heavy weight, high cost, inconvenient construction, and many safety hazards, especially the risk of falling off during high-altitude operations.
The connection device consists of lock buckles, internal angle lock buckles and hook lock buckles. The holes of the connecting plate welded on the steel pipe are connected to the holes of the punched steel mesh. The steel frame of the steel mesh is fixed with lock buckles and hook lock buckles to achieve a reliable connection.
It achieves a reliable connection between the perforated steel mesh and the scaffolding, reduces the weight of the connecting parts, reduces the load on the scaffolding, improves construction speed and safety, reduces costs, and reduces the risk of falling.
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Figure CN120797953A_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The present application relates to a socket type disc buckle steel pipe scaffold punching steel sheet net connecting device, belongs to the technical field of building materials. BACKGROUND
[0002] Punching steel sheet net (7) and (17) are composed of punching steel sheet (2) with thickness of about 0.5mm and steel frame (9) fixed by screw (10), steel frame (9) is made with 500mm as standard module unit, general appearance specification is: 1000mm*2000mm, used for safety protection of building construction scaffold. Because punching steel sheet net has advantages of non-combustion, standardization, low damage rate, high turnover rate, appearance beauty and the like, punching steel sheet net is promoted to use in building engineering scaffold in different degrees in the whole country, and is more and more widely applied. If connection of punching steel sheet net and scaffold is unreliable, punching steel sheet net will fall off from scaffold, especially after falling off from high altitude of high-rise building, if it floats to dense area of people, not only will cause production safety accident of personal injury and death, make family suffer heavy losses, but also will cause extremely serious influence to society.
[0003] At present, the connection between the socket type disc buckle type steel pipe scaffold and the punched steel sheet net basically adopts the form of short steel pipe plus H-shaped clamp or double-hook-shaped and single-hook-shaped clamp, one end clamps or hooks the steel frame of the upper and lower two pieces of punched steel sheet net, and the other end fastens the short steel pipe on the steel pipe outside the scaffold by the fastener. The H-shaped clamp clamps the steel frame of the punched steel sheet net, while the double-hook-shaped clamp hooks the steel frame, and the single-hook-shaped clamp clamps the steel frame. The main problems of the three clamp connection forms are: 1. the steel frame is easy to fall off from the H-shaped clamp after deformation; 2. the steel frame cannot be reliably fixed after the deformation of the clamp, and the risk of falling off is greatly increased; 3. the weight of the short steel pipe plus clamp fastener type connecting piece is large, which greatly increases the load of the scaffold; 4. the thickness or deformation of the clamp makes the cumulative error increase when clamping or hooking the steel frame in the middle of the upper and lower two pieces of punched steel sheet net, which gradually leads to the consequences that the clamp of the upper layer cannot clamp the steel frame or clamps the steel frame but the connection is unreliable, and then the iron wire is used for auxiliary fixing or only the iron wire is used for binding; 5. the short steel pipe is relatively long, but it cannot be shortened to adapt to the use in various occasions, so that the head of the short steel pipe extends into the channel of the scaffold, which hinders the passage and has the safety hazard of injuring personnel; 6. when encountering special-shaped buildings or modulus that do not match, the punched steel sheet nets may overlap with each other, so that the clamp cannot clamp at the same time, and only the connecting piece or additional measures are used for fixing; 7. if the punched steel sheet net in the middle needs to be replaced, all the punched steel sheet nets above need to be removed, and after replacement, the punched steel sheet nets are reinstalled upward, which is very unfriendly to the safety maintenance of the scaffold; 8. only clamping or hooking but not locking the steel frame and the punched steel sheet, the connection reliability is low; 9. the connection between the fastener and the steel pipe is fixed by relying on the friction force, and there are many factors affecting the friction force; 10. there is no connection between the punched steel sheet nets, and there is no horizontal constraint, so there is a lot of displacement, and the integrity is poor; 11. according to the current connection mode, the protection does not form a new safety hazard; 12. the loss rate of the steel pipe fastener clamp type connecting device is high; 13. the short steel pipe plus clamp fastener type connecting device has high manufacturing and installation and maintenance cost and low efficiency, etc. SUMMARY
[0004] The present application provides a socket type disc buckle type steel pipe scaffold punched steel sheet net connecting device to solve the problems in the prior art. The device is small, flexible, easy to operate, can be quickly installed on the scaffold, is safe to use, and greatly reduces the cost.
[0005] The present invention proposes a technical solution to solve the above technical problems: the vertical poles of the socket-type disc-type steel pipe scaffold are welded with connecting plates (5) every 500 mm, and the connecting plates (5) are punched with two types of holes (3) and (4) spaced symmetrically from each other. Since there is no other connection outside the connecting plate (5) of the scaffolding outer pole, the present invention utilizes this connection space to invent a socket-type disc-type steel pipe scaffold punched steel plate mesh connecting device, which is characterized by comprising a lock buckle (12), a inner corner lock buckle (6), and a hook lock buckle (8). The lock buckle (12) is composed of two identical L-shaped steel sheets (19) with holes (20) at the long ends, which are welded back to back into one piece by a metal patch (21). The short ends of the L-shaped steel sheets (19) have symmetrical hole grooves (18), and the whole is T-shaped. The internal angle lock buckle (6) is symmetrically welded to the middle of the external angle surface of the L-shaped steel sheet (22) with holes (20) at the tail ends, and welded into one piece by a metal patch (21). The hook-shaped lock buckle (8) is made of a certain length of steel into a hook shape, and the two ends are processed into a connection and fixed shape. The principle is to insert the T-shaped bottom end of the lock buckle (12) into the outer side of the connecting plate (5) of the socket-type disc-type steel pipe scaffolding outer corner outer pole (15) and the straight section outer pole (14), insert the disc-type connector (13) into the hole (20) of the lock buckle (12) and the hole (3) of the connecting plate (5) to complete the connection, and then use the hook-shaped lock buckle (8) to respectively clamp the horizontal crossbar of the punching steel plate mesh (7) and the (17) steel frame (9), pass through the hole (16) on the punching steel plate (2) and the upper and lower hole grooves (18) of the lock buckle (12), and screw nuts (11) into the two ends of the hook-shaped lock buckle (8) to fix it. The use principle of the inner corner lock buckle (6) is the same as that of the lock buckle (12), and is used to connect the punching steel plate mesh (7) and (17) of the inner corner pole (1) of the scaffolding.
[0006] The beneficial effects of the present invention are:
[0007] The present invention is composed of a lock buckle, an inside corner lock buckle, a hook-shaped lock buckle, etc., which locks the steel frame and punched steel plate of the perforated steel plate mesh and the scaffolding at the same time, thereby realizing a reliable connection between the socket-type disc-type steel pipe scaffolding and the perforated steel plate mesh, greatly reducing the weight of the connecting parts, greatly reducing the load borne by the scaffolding body, and eliminating the safety hazards caused by the original connection device; and the perforated steel plate mesh has strong integrity, is easy for operators to master, has simple connection operation, fast construction speed, saves materials and labor, greatly reduces the use cost, and has stronger applicability, thereby greatly improving the safety performance of the connection between the perforated steel plate mesh and the socket-type disc-type steel pipe scaffold, controlling the risk of the perforated steel plate mesh falling off, protecting people's lives and property, and promoting the further improvement of the safety production situation. BRIEF DESCRIPTION OF THE DRAWINGS
[0008] Figure 1The schematic view of the combined assembly structure of the embodiment of the present application.
[0009] Figure 2 The schematic view of the combined assembly structure of the embodiment of the present application. Figure 1 The schematic view of the combined assembly structure of the embodiment of the present application.
[0010] Figure 3 The schematic view of the combined assembly structure of the embodiment of the present application. Figure 1 The schematic view of the combined assembly structure of the embodiment of the present application.
[0011] Figure 4 The schematic view of the combined assembly structure of the embodiment of the present application. Figure 1 The schematic view of the combined assembly structure of the embodiment of the present application. DETAILED DESCRIPTION
[0012] The present application will be described in detail below with reference to the accompanying drawings and specific embodiments.
[0013] As shown in the drawings, the punched steel sheet connection device of the socket type disc buckle type steel pipe scaffold of the present embodiment comprises a lock buckle (12), a corner lock buckle (6), a hook-shaped lock buckle (8), and is supplemented by bolts and nuts. Figure 1 The upper punched steel sheet (2) and other scaffold components are hidden to facilitate reading the drawings. Figure 1
[0014] Embodiment:
[0015] Scaffold internal corner and external corner punched steel plate net connection: after the completion of the socket type disc buckle steel pipe scaffold erection, the first step, install the lock (12) and the internal corner lock (6): 1. In the same horizontal level, connect the outside of the disc (5), put the internal corner lock (6) into the internal corner external vertical rod (1) disc (5), make the hole (20) of the internal corner lock (6) align with the hole (4) of the disc (5), then insert the disc buckle connector (13) into the hole (20) and the hole (4) to connect reliably; Put several locks (12) into the disc (5) of the external corner external vertical rod (15) and the straight section external vertical rod (14), make the hole (20) of the lock (12) align with the hole (3) of the disc (5), then insert the disc buckle connector (13) into the hole (20) and the hole (3) to connect reliably; 2. In the hole (3) of the disc (5) of the external corner external vertical rod (15), connect two locks (12) mutually at right angles; 3. According to the height of the punched steel plate net (7) or (17), connect the internal corner lock (6) and the lock (12) on the outside of the disc (5) of the upper part of the internal corner external vertical rod (1), the external corner external vertical rod (15) and the straight section external vertical rod (14) in the corresponding position by the same method, the connection direction of the internal corner lock (6) should be consistent from top to bottom; The second step, install the punched steel plate net (17), first the upper part and then the lower part: hook the horizontal crossbar of the steel frame (9) from the outside of the punched steel plate net (17) by the long end and the short end of the hook-shaped lock (8), the long end of the hook-shaped lock (8) is below, pass the hole (16) on the punched steel plate (2) of the punched steel plate net (17) into the hole slot (18) of the lock (12) and the internal corner lock (6), and screw the nut (11) into the two ends of the hook-shaped lock (8) to fix the punched steel plate net (17) on the lock (12) and the internal corner lock (6); The third step, repeat the first step, adjust the hook-shaped lock (8): loosen the hook-shaped lock (8) corresponding to the upper part of the punched steel plate net (17), make the short end of the hook-shaped lock (8) separate from the hole slot (18) of the lock (12) and the internal corner lock (6), and the nut (11) of the long end of the hook-shaped lock (8) is withdrawn to make the short end of the hook-shaped lock (8) rotate freely around the long end of the hook-shaped lock (8), at this time the punched steel plate net (17) will not fall off; The fourth step, repeat the second step, install the punched steel plate net (7): align the lower part of the punched steel plate net (7) with the upper part of the punched steel plate net (17), rotate the long end of the hook-shaped lock (8) that has been loosened on the upper part of the punched steel plate net (17), make the short end of the hook-shaped lock (8) hook the horizontal crossbar of the steel frame (9) of the punched steel plate net (17) and (7) at the same time, align the hole (16) on the punched steel plate (2) of the lower part of the punched steel plate net (7), pass into and out of the hole slot (18) of the lock (12) or the internal corner lock (6), and screw the nut (11) into the two ends of the hook-shaped lock (8) to fix the punched steel plate net (7) on the lock (12) and the internal corner lock (6); Connect the other punched steel plate net of the internal corner and the external corner of the scaffold by the above method.
[0016] The connection of the straight section punched steel sheet: 1. The other punched steel sheet of the straight section is connected to the outer vertical rods (14) and (15) by the same method as described above; 2. The mutual connection between the punched steel sheets at the connecting disc (5) is not punched, which can be connected by the method of the lock catch (12) of the outer vertical rod (14) without using the disc buckle connector (13), or using the steel sheet made according to the T-shaped top surface of the lock catch (12).
[0017] The connection of the special-shaped corner punched steel sheet: the disc buckle connector (13) of the lock catch (12) and the connecting disc (5) is loosened, and the lock catch (12) can be rotated at a certain angle by using the gap between the lock catch (12) and the connecting disc (5); the hook-shaped lock catch (8) has a reasonable redundant length, which can be slightly loosened for internal and external adjustment and then reliably connected; the hole slot (18) on the lock catch (12) has a certain length, which can make the hook-shaped lock catch (8) have a certain left and right adjustment amount; the punched steel sheet is connected by the same method as described above, which can realize the construction of the special-shaped corner of the scaffold.
[0018] The replacement and maintenance of the punched steel sheet: 1. According to the method of the third step described above, the hook-shaped lock catch (8) at the lower part of the punched steel sheet to be replaced and maintained is loosened first, so that the steel frame (9) is separated from the hook-shaped lock catch (8), and the punched steel sheet to be replaced and maintained is temporarily hung by a wire at this time, and the hook-shaped lock catch (8) is still hooked to the lower punched steel sheet; 2. The hook-shaped lock catch (8) at the upper part of the punched steel sheet to be replaced and maintained is loosened, and the hook-shaped lock catch (8) is removed, and the punched steel sheet to be replaced and maintained is removed at this time, and the upper punched steel sheet will not fall; 3. The new punched steel sheet is replaced according to the methods of the second and fourth steps described above.
[0019] The lock catch (12) and the inside corner lock catch (6) are connected through the hook-shaped lock catch (8), which can connect the punched steel sheet, the punched steel sheet without steel frame, or other forms and materials of protective nets, and the shape of the punch can be changed according to the needs.
[0020] The socket type disc buckle type steel pipe scaffold punched steel sheet connection device of the present application is not limited to the above-mentioned embodiments, and any technical solution obtained by using equivalent replacement methods (such as using a steel sheet made with a T-shaped end surface, a modified lock catch made of a non-L-shaped steel sheet, a plug, a non-circular pin, other modified connectors, etc.) falls within the scope of protection of the present application.
Claims
1. A socket-type disc-type steel pipe scaffolding punched steel mesh connection device, characterized by: The utility model comprises a lock catch (12), a female corner lock catch (6) and a hook lock catch (8). The lock catch (12) is made of two identical L-shaped steel sheets (19) with holes (20) at the long ends, which are welded back to back into one body through a metal patch (21). The short ends of the L-shaped steel sheets (19) have symmetrical hole grooves (18), and the whole is T-shaped. The female corner lock catch (6) is made of two identical Y-shaped metal sheets (23) with holes (20) at the tail ends, which are symmetrically welded in the middle of the male corner surface of the L-shaped steel sheet (22) with the hole grooves (18), and are welded into one body through a metal patch (21). The hook lock catch (8) is made of a certain length of steel into a hook shape, and the two ends are processed into a connection and fixed shape.
2. The socket-type disc-type steel pipe scaffolding punched steel mesh connection device according to claim 1 is characterized in that: The lock buckle (12) is composed of two identical L-shaped steel sheets (19) with holes (20) at the long ends, which are welded back to back into one piece by a metal patch (21). The short ends of the L-shaped steel sheets (19) have symmetrical holes (18), and the whole is T-shaped. The principle is to insert the T-shaped bottom end of the lock buckle (12) into the connecting plate (5) of the socket-type disc-type steel pipe scaffold uprights (14) and (15), and insert the disc-type connector (13) into the hole (20) of the lock buckle (12) and the hole (3) of the connecting plate (5) to complete the connection and locking. Then, the hook-shaped lock buckle (8) is used to clamp the steel frame (9) and pass through the holes (16) on the punched steel plate mesh (7) and the (17) punched steel plate (2) and the hole grooves (18) above and below the lock buckle (12) to lock.
3. The socket-type disc-type steel pipe scaffolding punched steel mesh connection device according to claim 1 is characterized in that: The inner corner lock buckle (6) is formed by symmetrically welding two identical Y-shaped metal sheets (23) with holes (20) at the tail end at the middle of the outer corner of the L-shaped steel sheet (22) perpendicular to the hole groove (18), and welding them into one piece through the metal patch (21). The principle is the same as that of the lock buckle (12), and it is used for connecting and locking the connecting plate (5) of the inner corner upright (1) of the socket-type disc-type steel pipe scaffold.
4. The socket-type disc-type steel pipe scaffolding punched steel mesh connection device according to claim 1, characterized in that: The hook-shaped lock buckle (8) is made of steel into a hook shape according to a specified length, and the two ends are processed into a fixed connection shape. The principle is to use the two ends of the hook-shaped lock buckle (8) to hook the horizontal crossbars of the punching steel plate mesh (7) and the (17) steel frame (9) at the same time, pass through the hole (16) on the punching steel plate (2) and the lock buckle (12), the hole groove (18) of the internal angle lock buckle (6), and screw in the nut (11) to lock.
5. The socket-and-spigot type disc-type steel pipe scaffolding punched steel mesh connection device according to claim 1, characterized in that: The lock buckle (12) and the inner corner lock buckle (6) can be combined or used separately, and the manufacturing method can also be completed by cutting, punching and welding steel plates. The hook-shaped lock buckle (8) is used in combination with the lock buckle (12) and the inner corner lock buckle (6), and can also be used in combination with a steel sheet made according to the T-shaped top surface of the lock buckle (12). The disc buckle connector (13) of the lock buckle (12) and the inner corner lock buckle (6) and the connecting disc (5) can be in the form of bolts, pins, inserts, bolts with tethers and pins, inserts, etc., and the above materials can be metal, plastic, etc.
6. The socket-type disc-type steel pipe scaffolding punched steel mesh connection device according to claim 1, characterized in that: The connection design of the lock buckle (12), the internal angle lock buckle (6) and the connecting plate (5), the connection design of the hook lock buckle (8) and the hole groove (18), and the design of the length of the hook lock buckle (8) all have reasonable gaps and lengths, measures to eliminate cumulative errors, so that the adjustment is flexible during assembly and the connection is reliable. It can also be used for connecting protective nets of other forms and materials.