Adjustable connecting device of ring lock scaffold

By introducing an adjustable connection device on the buckle scaffolding, the problems of non-standard spacing transition span and different types of frame connections are solved, and the effects of stability and material saving are achieved, and construction efficiency is improved.

CN223214911UActive Publication Date: 2025-08-12CHINA SHANXI SIJIAN GRP
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Patent Information

Application Number
CN202422418656.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-10-08
Publication Date
2025-08-12
Estimated Expiration
2034-10-08

AI Technical Summary

Technical Problem

During the installation process, existing buckle scaffolding cannot effectively solve the problems of non-standard spacing transition spans, different types of frame connections and high and low span connections, resulting in high and inconvenient material investment.

Method used

The adjustable connecting device is adopted, including steel pipe vertical poles, steel pipe horizontal poles, three-stage telescopic poles, slotted connecting components and galvanized connecting fastener components. The galvanized connecting fastener components are connected to the vertical poles through the slotted connecting components, and the galvanized connecting fastener components are connected to the steel pipe vertical poles, which realizes the fixing and length adjustment of the three-stage telescopic poles, meeting the connection needs of different spacing and angles.

Benefits of technology

It improves the stability and scope of application of the frame, reduces material input, is convenient to operate, is suitable for frame connections of different types and angles, replaces traditional steel pipe connections, and improves construction efficiency.

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Abstract

The utility model relates to the technical field of scaffolds, in particular to an adjustable connecting device of a ring lock scaffold. The device is connected to the ring lock scaffold and comprises a steel pipe vertical rod, a steel pipe horizontal rod, a three-section type telescopic rod, a groove type connecting assembly and a galvanized connecting fastener assembly, the groove type connecting assembly and the galvanized connecting fastener assembly are arranged at the two ends of the three-section type telescopic rod respectively, and the three-section type telescopic rod is connected with the vertical rod of the ring lock scaffold through the groove type connecting assembly. The three-section type telescopic rod is connected with the steel pipe vertical rods through the galvanized connecting fastener assemblies, and the steel pipe horizontal rod is arranged between the steel pipe vertical rods. The connecting device can be applied to reinforcement of vertical rods with different intervals, the application range is widened, connection of frame bodies with different types and different angles can be met, and the defects in the prior art can be well overcome. The utility model is mainly applied to the adjustable connection of the ring lock scaffold.
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Description

Technical Field

[0001] The utility model relates to the technical field of scaffolding, and more particularly to an adjustable connection device for a buckle scaffolding. Background Art

[0002] Socket-and-spigot scaffolding is a new type of in-line, self-locking steel pipe scaffolding. Compared to traditional coupler-type steel pipe scaffolding, it significantly improves erection and dismantling efficiency, reliability, safety, cost savings, and energy conservation and environmental protection, making it widely used in engineering construction. Coupler-type scaffolding is a fixed component secured with latches, making the frame more rigid than fastener connections. The coupler supports are centered, while the eccentric load-bearing of coupler-type scaffolding significantly improves stability, safety, and reliability.

[0003] Common specifications for horizontal bars in scaffolding with interlocking scaffolding are 300, 600, 900, 1200, and 1500 mm, but due to the influence of the structural span, transition spans with non-standard spacing often exist. When erecting a full-span support frame, the support frame uprights are preferentially arranged at the bottom of the beam (with the beam centered). The adjustment span transition section is set in the mid-span area of the slab with less load. Fastener-type steel pipe crossbars are often used for transition. The fastener-type steel pipe is connected to the interlocking scaffolding uprights with fasteners and needs to extend one span to connect two interlocking uprights. Due to the performance mismatch between the primary and secondary keels and the coil scaffolding, only the conventional vertical pole spacing of 900×900mm can be used. If the spacing is expanded, the primary and secondary keels such as channel steel and square tubes need to be replaced or light scaffolding needs to be installed. However, the cost is high and the one-time capital investment is large, so it cannot be promoted on a large scale. In addition to super-high frames, most companies basically use wheel-type or steel pipe scaffolding. Due to the different vertical pole spacing between high-space coil scaffolding and peripheral scaffolding, steel pipe frames are often used for transition.

[0004] Due to different functions, the base of the buckle scaffolding often has high and low spans when it is erected. Adjustable base supports and short joint vertical poles are used for connection, but it is still impossible to achieve the high and low span buckle connection plates on the same plane.

[0005] In order to improve the overall stability of the buckle scaffolding and meet the needs of non-standard spacing transition spans, different types of frame connections, and high and low span frame connections, it is imperative to develop a rod that can be adjusted up and down, the horizontal rod length can be adjusted, and the horizontal rod can be rotated. Utility Model Content

[0006] To overcome the shortcomings of the prior art, the present invention provides an adjustable connection device for scaffolding with a truss. This connection device can be used to reinforce vertical poles at different spacings, expanding its applicability and accommodating connections between scaffolds of different types and angles. This effectively addresses the shortcomings of the prior art and replaces the traditional method of connecting with steel pipes, offering greater convenience, practicality, and reduced material investment.

[0007] In order to solve the above technical problems, the technical solution adopted by the present invention is:

[0008] Disclosed is an adjustable connection device for a disc-type scaffolding, which is connected to the disc-type scaffolding and includes a steel pipe upright, a steel pipe horizontal rod, a three-section telescopic rod, a groove-type connection assembly and a galvanized connection fastener assembly. The groove-type connection assembly and the galvanized connection fastener assembly are respectively arranged at both ends of the three-section telescopic rod. The three-section telescopic rod is connected to the upright of the disc-type scaffolding through the groove-type connection assembly. The three-section telescopic rod is connected to the steel pipe upright through the galvanized connection fastener assembly. The steel pipe horizontal rod is arranged between the steel pipe uprights.

[0009] The three-section telescopic rod includes a first hollow screw, a second hollow screw and a connecting sleeve. The connecting sleeve is provided with an internal thread. The first hollow screw and the second hollow screw are respectively threadedly connected to both sides of the connecting sleeve.

[0010] The groove-type connection assembly is arranged on the vertical pole of the disc-type scaffolding, and a connecting vertical plate is provided at the end of the first hollow screw away from the connecting sleeve. A pair of connecting clamps are arranged in parallel on the connecting vertical plate, and the connecting clamps are connected to the groove-type connection assembly through a first fastening bolt.

[0011] The groove-type connection assembly includes two groups of symmetrically arranged arc-shaped clamps, and the two arc-shaped clamps are clamped on the vertical poles of the disc buckle scaffolding. The arc-shaped clamps include a groove-type semicircular ring clamp and an arc-shaped sleeve. The arc-shaped sleeve is welded and arranged below the groove-type semicircular ring clamp. The arc-shaped sleeves on the two arc-shaped clamps are connected by sleeve connecting bolts. The groove-type semicircular ring clamp is provided with a slot, and the spacing between the two connecting splints is matched with the thickness of the groove-type semicircular ring clamp. The first fastening bolt passes through the slot.

[0012] The galvanized connecting fastener assembly is arranged on the steel pipe vertical pole, and the Y-shaped connecting frame is provided at the end of the second hollow screw away from the connecting sleeve. The second hollow screw is connected to the galvanized connecting fastener assembly through the Y-shaped connecting frame.

[0013] The galvanized connecting fastener assembly includes a fastener straight plate, an arc-shaped fastener and an L-shaped plate. One end of the arc-shaped fastener is hinged to one end of the fastener straight plate, and the other end of the arc-shaped fastener is connected to the fastener straight plate through a second fastening bolt. The L-shaped plate is arranged below the fastener straight plate. A connecting screw is provided at the bottom of the L-shaped plate, and a positioning screw is provided on the side of the L-shaped plate. The Y-shaped connecting frame is connected to the L-shaped plate through the connecting screw and the positioning screw.

[0014] The Y-shaped connecting frame includes a transverse connecting plate and a U-shaped frame. The transverse connecting plate is fixedly connected to the second hollow screw. The U-shaped frame is arranged at one end of the transverse connecting plate away from the second hollow screw. Holes corresponding to the positioning screw are formed on the transverse connecting plate, and holes corresponding to the connecting screw are formed on the U-shaped frame.

[0015] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0016] This structure is simple and easy to operate. By setting an adjustable mechanism, directly rotating the connecting sleeve can lengthen or shorten the connecting rod until it is adjusted to the appropriate length. A connecting piece is arranged at the end to connect with the disc buckle scaffold or the vertical rod of other types of scaffolds. The three-section telescopic rod is effectively connected through a grooved connecting component and a galvanized connecting fastener component to fix the three-section telescopic rod. The three-section telescopic rod can be applied to the reinforcement of vertical rods with different spacings, improving the scope of application. The grooved connecting component arranged on the vertical rod of the disc buckle scaffold can move up and down, meeting the connection between the frame bodies with different base elevations at the construction site. There is no need to separately configure short vertical rods for adjustment, which can improve the overall stability of the frame body. Moreover, the grooved connecting component can rotate arbitrarily by 180 degrees, meeting the connection between frame bodies of different types and different angles, and can well solve the deficiencies of the prior art. It is more convenient and practical to replace the traditional method of using steel pipes for connection in the past, reducing the material input. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 is a schematic diagram of the erection of the present utility model;

[0018] Figure 2 is a top view of the present utility model;

[0019] Figure 3 is a schematic diagram of the three-section telescopic rod in the present utility model;

[0020] Figure 4 is a schematic diagram of the galvanized connecting fastener component in the present utility model;

[0021] Figure 5 is a schematic diagram of the grooved connecting component in the present utility model;

[0022] In the figure: 1 is a disc buckle scaffold, 2 is a steel pipe vertical rod, 3 is a steel pipe horizontal rod, 4 is a three-section telescopic rod, 5 is a first hollow screw, 6 is a second hollow screw, 7 is a connecting sleeve, 8 is a connecting vertical plate, 9 is a connecting splint, 10 is a first fastening bolt, 11 is a transverse connecting plate, 12 is a U-shaped frame, 13 is a grooved connecting component, 14 is a grooved semi-circular chuck, 15 is an arc-shaped sleeve, 16 is a sleeve connecting bolt, 17 is a galvanized connecting fastener component, 18 is a fastener straight plate, 19 is an arc-shaped fastener, 20 is a second fastening bolt, 21 is an L-shaped plate, 22 is a connecting screw, 23 is a positioning screw. DETAILED DESCRIPTION

[0023] In order to more clearly understand the above-mentioned purposes, features and advantages of the present invention, the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments. It should be noted that the embodiments of the present application and the features therein can be combined with each other without conflict.

[0024] In the following description, many specific details are set forth to facilitate a full understanding of the present invention. However, the present invention may also be implemented in other ways different from those described herein. Therefore, the scope of protection of the present invention is not limited to the specific embodiments disclosed below.

[0025] like Figures 1 to 5 As shown, an adjustable connection device for a disc-type scaffolding is connected to the disc-type scaffolding 1, and includes a steel pipe upright 2, a steel pipe horizontal rod 3, a three-section telescopic rod 4, a groove-type connection assembly 13 and a galvanized connection fastener assembly 17. The groove-type connection assembly 13 and the galvanized connection fastener assembly 17 are respectively arranged at both ends of the three-section telescopic rod 4. The three-section telescopic rod 4 is connected to the upright of the disc-type scaffolding 1 through the groove-type connection assembly 13. The three-section telescopic rod 4 is connected to the steel pipe upright 2 through the galvanized connection fastener assembly 17. The steel pipe horizontal rod 3 is arranged between the steel pipe upright 2.

[0026] Preferably, the three-section telescopic rod 4 includes a first hollow screw 5, a second hollow screw 6 and a connecting sleeve 7. The connecting sleeve 7 is provided with an internal thread, and the first hollow screw 5 and the second hollow screw 6 are respectively threadedly connected to both sides of the connecting sleeve 7. The connecting sleeve 7 is 500 mm long and can be adjusted to 200 mm in length.

[0027] Preferably, the groove-type connection assembly 13 is arranged on the vertical pole of the disc-type scaffolding 1, and a connecting vertical plate 8 is provided at the end of the first hollow screw 5 away from the connecting sleeve 7. A pair of connecting splints 9 are arranged parallel to the connecting vertical plate 8, and the connecting splints 9 are connected to the groove-type connection assembly 13 through the first fastening bolt 10.

[0028] Preferably, the slotted connection assembly 13 includes two sets of symmetrically arranged arc-shaped clamps, which are clamped on the vertical poles of the buckle scaffolding 1. The arc-shaped clamps include a slotted semi-circular annular clamp 14 and an arc-shaped sleeve 15. The arc-shaped sleeve 15 is welded below the slotted semi-circular annular clamp 14. The arc-shaped sleeves 15 on the two arc-shaped clamps are connected by sleeve connecting bolts 16. The slotted semi-circular annular clamp 14 is provided with a slot. The spacing between the two connecting clamps 9 matches the thickness of the slotted semi-circular annular clamp 14. The first fastening bolt 10 is provided through the slot. The slotted connection assembly 13 can be rotated to any angle on the vertical poles of the buckle scaffolding 1.

[0029] Preferably, the galvanized connecting fastener assembly 17 is arranged on the steel pipe upright 2, and a Y-shaped connecting frame is provided at the end of the second hollow screw 6 away from the connecting sleeve 7, and the second hollow screw 6 is connected to the galvanized connecting fastener assembly 17 through the Y-shaped connecting frame.

[0030] Preferably, the galvanized connecting fastener assembly 17 includes a fastener straight plate 18, an arc-shaped fastener 19 and an L-shaped plate 21, one end of the arc-shaped fastener 19 is hinged to one end of the fastener straight plate 18, and the other end of the arc-shaped fastener 19 is connected to the fastener straight plate 18 through a second fastening bolt 20, the L-shaped plate 21 is arranged below the fastener straight plate 18, a connecting screw 22 is provided at the bottom of the L-shaped plate 21, a positioning screw 23 is provided on the side of the L-shaped plate 21, and the Y-shaped connecting frame is connected to the L-shaped plate 21 through the connecting screw 22 and the positioning screw 23.

[0031] Preferably, the Y-shaped connecting frame includes a transverse connecting plate 11 and a Y-shaped frame 12. The transverse connecting plate 11 is fixedly connected to the second hollow screw 6. The Y-shaped frame 12 is arranged at one end of the transverse connecting plate 11 away from the second hollow screw 6. The transverse connecting plate 11 is provided with a hole corresponding to the positioning screw 23, and the Y-shaped frame 12 is provided with a hole corresponding to the connecting screw 22.

[0032] Determine the position of the steel pipe upright 2, determine the position of the trough-type connecting assembly 13 according to the scaffolding erection situation, connect and set the three-section telescopic rod 4, adjust the length of the three-section telescopic rod 4, and after the length is determined, connect and set the steel pipe upright 2 through the galvanized connecting fastener assembly, and then erect the steel pipe horizontal rod 2.

[0033] The above only describes in detail the preferred embodiments of the present invention, but the present invention is not limited to the above embodiments. Within the scope of knowledge possessed by ordinary technicians in this field, various changes can be made without departing from the purpose of the present invention, and various changes should be included in the scope of protection of the present invention.

Claims

1. An adjustable connection device for a buckle scaffold, the device being connected to a buckle scaffold (1), characterized in that: The invention comprises a steel pipe vertical pole (2), a steel pipe horizontal pole (3), a three-section telescopic pole (4), a groove-type connection assembly (13) and a galvanized connection fastener assembly (17), wherein the groove-type connection assembly (13) and the galvanized connection fastener assembly (17) are respectively arranged at two ends of the three-section telescopic pole (4), the three-section telescopic pole (4) is connected to the vertical pole of the buckle scaffold (1) through the groove-type connection assembly (13), the three-section telescopic pole (4) is connected to the steel pipe vertical pole (2) through the galvanized connection fastener assembly (17), and the steel pipe horizontal pole (3) is arranged between the steel pipe vertical poles (2).

2. The adjustable connection device for a buckle scaffold according to claim 1, characterized in that: The three-section telescopic rod (4) comprises a first hollow screw (5), a second hollow screw (6) and a connecting sleeve (7), wherein the connecting sleeve (7) is provided with an internal thread, and the first hollow screw (5) and the second hollow screw (6) are respectively threadedly connected to two sides of the connecting sleeve (7).

3. The adjustable connection device for a buckle scaffold according to claim 2, characterized in that: The groove-type connection assembly (13) is arranged on the vertical pole of the buckle scaffold (1); a connection vertical plate (8) is provided at one end of the first hollow screw (5) away from the connection sleeve (7); a pair of connection clamps (9) are provided in parallel on the connection vertical plate (8); the connection clamps (9) are connected to the groove-type connection assembly (13) via a first fastening bolt (10).

4. The adjustable connection device for a buckle scaffold according to claim 3, characterized in that: The groove connection assembly (13) includes two groups of symmetrically arranged arc clamps, and the two arc clamps are clamped on the vertical poles of the buckle scaffolding (1). The arc clamps include a grooved semicircular ring clamp (14) and an arc sleeve (15). The arc sleeve (15) is welded and arranged below the grooved semicircular ring clamp (14). The arc sleeves (15) on the two arc clamps are connected by sleeve connecting bolts (16). The grooved semicircular ring clamp (14) is provided with a slot. The spacing between the two connecting clamps (9) matches the thickness of the grooved semicircular ring clamp (14). The first fastening bolt (10) passes through the slot.

5. The adjustable connection device for a buckle scaffold according to claim 2, characterized in that: The galvanized connecting fastener assembly (17) is arranged on the steel pipe upright (2), and a Y-shaped connecting frame is provided at one end of the second hollow screw (6) away from the connecting sleeve (7), and the second hollow screw (6) is connected to the galvanized connecting fastener assembly (17) via the Y-shaped connecting frame.

6. The adjustable connection device for a buckle scaffold according to claim 5, characterized in that: The galvanized connecting fastener assembly (17) comprises a fastener straight plate (18), an arc-shaped fastener (19) and an L-shaped plate (21), one end of the arc-shaped fastener (19) is hinged to one end of the fastener straight plate (18), and the other end of the arc-shaped fastener (19) is connected to the fastener straight plate (18) via a second fastening bolt (20), the L-shaped plate (21) is arranged below the fastener straight plate (18), a connecting screw (22) is provided at the bottom of the L-shaped plate (21), and a positioning screw (23) is provided on the side of the L-shaped plate (21), and the Y-shaped connecting frame is connected to the L-shaped plate (21) via the connecting screw (22) and the positioning screw (23).

7. The adjustable connection device for a buckle scaffold according to claim 6, characterized in that: The Y-shaped connecting frame includes a transverse connecting plate (11) and a Y-shaped frame (12), wherein the transverse connecting plate (11) is fixedly connected to the second hollow screw (6), and the Y-shaped frame (12) is arranged at one end of the transverse connecting plate (11) away from the second hollow screw (6), and a hole corresponding to the positioning screw (23) is opened on the transverse connecting plate (11), and a hole corresponding to the connecting screw (22) is opened on the Y-shaped frame (12).