- Product description
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The concept of bowl-lock scaffolding
• The cup-lock system consists of components such as steel pipe uprights, crossbars, and cup-lock joints. Its basic structure and installation requirements are similar to those of hook-type steel tube scaffolding, with the main difference lying in the cup-lock joint itself.
• The bowl-type connector consists of components such as the upper bowl buckle, lower bowl buckle, crossbar joint, and upper bowl buckle positioning pin. The positioning pins of the lower and upper bowl buckles are welded onto the upright post, with the upper bowl buckle fitted over the post. The plugs are welded onto the crossbars and diagonal braces. During assembly, insert the crossbars and diagonal braces into the lower bowl buckle, press down and rotate the upper bowl buckle, then secure it in place using the positioning pin.
• Cup-lock steel tube scaffolding features a horizontal distance of 1.2m between uprights, while the longitudinal spacing can be adjusted based on the scaffold’s load capacity to 1.2m, 1.5m, 1.8m, or 2.4m. The step distance is either 1.8m or 2.4m. When assembling the uprights, their joints must be staggered. For the first layer of uprights, rods measuring 1.8m and 3.0m should be arranged alternately; for upper layers, uniformly use 3.0m-long rods. Once reaching the top level, recombine two shorter rods (1.8m and 3.0m) to achieve proper leveling.
• For scaffolds with a height of less than 30m, the verticality deviation should be kept within 1/200. For supports taller than 30m, the verticality deviation must be controlled between 1/400 and 1/600. Additionally, the overall verticality deviation of the entire scaffold should not exceed 100mm.
Features of Cuplock Scaffolding
Key features:
• The joint structure of the bowl-lock multifunctional scaffolding is well-designed, features a simple manufacturing process, offers convenient operation, and boasts a wide range of applications. Compared to traditional folding systems, the bow-lock type multifunctional fold has the following outstanding features:
• The bowl-lock joint features a rational design: the load-transferring rods transfer forces axially, giving the scaffolding high structural strength and excellent three-dimensional spatial stability, ensuring it meets safety requirements for construction work.
• Flexible scaffolding assembly templates. This includes 0.6m single-row scaffolds, double-row scaffolds, support frames, and various modular construction equipment designed for material lifting and load-bearing applications. These components can also be arranged in curved configurations, making them suitable for use on terrains with varying heights. Additionally, the spacing of the scaffolding can be adjusted according to
• Different load requirements call for flexible adjustments. All components of the cup-lock scaffolding system share uniform dimensions, ensuring that the erected scaffolds are standardized and highly organized.
• It boasts high assembly and disassembly efficiency, significantly reducing labor intensity. Assembly and disassembly speeds are 3 to 5 times faster than those of hook-type scaffolding.
• It eliminates the need for bolt operations, making it less likely that scattered parts will get lost. The components are lightweight yet robust, ensuring safe and reliable use. Generally, rust does not affect assembly or disassembly—plus, they’re easy to maintain and convenient for transportation.
• It can be retrofitted using existing coupler-type steel pipe scaffolding, significantly reducing the costs of upgrading and replacement.
Bowl-type scaffolding pole accessories and their applications
(a) Upright Posts: These are fabricated by attaching a 0.6-meter curved rod to a sleeve-shaped section with a diameter of 48 mm x 3.25/3.0 mm, extending over a specified length, and then welding a vertical post connection tube at the top. They serve as the vertical load-bearing elements of the scaffolding system.
(b) Top Rods (Vertical Top Rods): Equipped with vertical rod connecting tubes at the top, these rods are used to support the low insertion of the supporting posts. They serve as vertical load-bearing members at the tops of supporting frames (columns), material-lifting frames, and similar structures.
(c) Crossbar: Made by welding a 48mm x 3.5mm sawn steel bar to the waist of ceramic-length steel pipes at both ends, this crossbar serves as a horizontal connecting pipe between upright posts or as a horizontal load-bearing rod for the frame.
(d) Single horizontal bar: Bars equipped with connecting ends made of 48mm x 3.5mm steel tubing. These are used as horizontal crossbars in single-row scaffolding.
(e) Diagonal braces: Manufactured by riveting diagonal brace connectors to both ends of a 48mm diameter x 3.5mm thick sleeve. These are used to enhance the stability and strength of the scaffolding, significantly improving its load-bearing capacity. Diagonal braces should be positioned as close as possible to the frame nodes.
(f) Base: Constructed by welding a connecting rod through the center of a 150mm x 150mm x 8mm sleeve plate. These are positioned at the base of the upright post, serving to prevent swaying and to distribute/transfer the upper loads down to the foundation.Key Points for Construction Control of Cuplock Scaffolding
Product Name Model Specifications (mm) Weight (kg) Erect the pole LG-50 φ48 × 3.25 × 500 2.43 LG-100 φ48 × 3.25 × 1000 4.85 LG-120 φ48 × 3.25 × 1200 7.05 LG-150 φ48 × 3.25 × 1500 7.28 LG-180 φ48 × 3.25 × 1800 8.35 LG-200 φ48 × 3.25 × 2000 9.70 LG-240 φ48 × 3.25 × 2400 13.34 LG-250 φ48 × 3.25 × 2500 12.13 LG-300 φ48 × 3.25 × 3000 14.80 LG-50 φ48 × 3.0 × 500 2.3 LG-100 φ48 × 3.0 × 1000 4.59 LG-150 φ48 × 3.0 × 1500 6.89 LG-180 φ48 × 3.0 × 1800 7.88 LG-200 φ48 × 3.0 × 2000 9.18 LG-250 φ48 × 3.0 × 2500 11.48 LG-300 φ48 × 3.0 × 3000 13.77 Horizontal bar HG-30 φ48 × 3.25 × 300 1.32 HG-60 φ48 × 3.25 × 600 2.37 HG-80 φ48 × 3.25 × 800 3.45 HG-90 φ48 × 3.25 × 900 3.63 HG-100 φ48 × 3.25 × 100 3.81 HG-120 φ48 × 3.25 × 1200 4.78 HG-130 φ48 × 3.25 × 1300 4.89 HG-150 φ48 × 3.25 × 1500 5.93 HG-160 φ48 × 3.25 × 1600 5.97 HG-180 φ48 × 3.25 × 1800 7.08 HG-200 φ48 × 3.25 × 2000 7.41 HG-210 φ48 × 3.25 × 2100 7.77 HG-250 φ48 × 3.25 × 2500 9.21 HG-300 φ48 × 3.25 × 3000 11.01 Horizontal bar HG-60 φ48 × 3.0 × 600 2.23 HG-80 φ48 × 3.0 × 800 2.89 HG-90 φ48 × 3.0 × 900 3.23 HG-100 φ48 × 3.0 × 1000 3.56 HG-120 φ48 × 3.0 × 1200 4.23 HG-130 φ48 × 3.0 × 1300 4.56 HG-150 φ48 × 3.0 × 1500 5.23 HG-160 φ48 × 3.0 × 1600 5.56 HG-180 φ48 × 3.0 × 1800 6.23 HG-200 φ48 × 3.0 × 2000 6.89 HG-210 φ48 × 3.0 × 2100 7.22 HG-250 φ48 × 3.0 × 2500 8.56 HG-300 φ48 × 3.0 × 3000 10.22 Crossbar JHG-90 φ48 × 900 4.37 JHG-120 φ48 × 1200 5.52 JHG-120+30 φ48 × (1200 + 300) 6.85 JHG-120+60 φ48 × (1200 + 600) 8.16 Diagonal brace XG-0912 φ48 × 1500 6.33 XG-1212 φ48 × 1700 7.03 XG-1218 φ48 × 2160 8.66 XG-1518 φ48 × 2340 9.30 XG-1818 φ48 × 2550 10.04 Product Name Model Specifications Weight (kg) Dedicated diagonal brace ZXG-0912 φ48 × 1270 5.89 ZXG-0918 φ48 × 1750 7.73 ZXG-1212 φ48 × 1500 6.76 ZXG-1218 φ48 × 1920 8.37 Narrow Cantilever Beam TL-30 Width: 300mm 1.53 Wide Cantilever Beam TL-60 Width: 600mm 8.60 Pole connection pin LLX φ10 0.18 Adjustable base KTZ-45 T38×6, adjustment range ≤ 300mm 5.82 KTZ-60 T38×6, adjustment range ≤ 450mm 7.12 KTZ-75 T38×6, adjustment range ≤ 600mm 8.50 Adjustable Support Beam KTC-45 T38×6, adjustment range ≤ 300mm 7.01 KTC-60 T38×6, adjustment range ≤ 450mm 8.31 KTC-75 T38×6, adjustment range ≤ 600mm 9.69 Pedal
Specifications Thickness Length Flat support weight Square support weight 210 × 45 1.0 mm 1m 2.9 3 1.5m 4.3 4.45 2m 5.7 5.8 2.5m 7.1 7.4 3m 8.5 8.86 4m 11.3 11.9 210 × 45 1.1 1m 3.2 3.3 1.5m 4.7 4.9 2m 6.3 6.5 2.5m 7.8 8.1 3m 9.3 9.7 4m 12.4 12.9 210 × 45 1.2mm 1m 3.45 3.5 1.5m 5.1 5.3 2m 5.8 7 2.5m 8.46 8.7 3m 10.1 10.5 4m 13.46 13.9 210 × 45 1.5 mm 1m 4.26 4.33 1.5m 6.3 6.5 2m 8.4 8.6 2.5m 10.5 10.76 3m 12.55 12.9 4m 16.7 17.2 240 * 45 1.0 mm 1m 3.2 3.3 1.5m 4.7 5 2m 6.26 6.6 2.6m 7.8 8.2 3m 9:03 9.86 4m 12.4 13.1 240 * 45 1.1 mm 1m 3.5 3.6 1.5m 5.2 5.4 2m 6.84 7.3 2.5m 8.5 9 3m 10.2 10.7 4m 13.6 14.3 240 * 45 1.2 mm 1m 3.8 3.9 1.5m 5.6 5.8 2m 7.5 7.76 2.5m 9.25 11.6 3m 11.1 9.7 4m 14.7 16.5 240 * 45 1.5 mm 1m 4.6 4.8 1.5m 6.9 7.15 2m 9.2 9.5 2.5m 11.4 11.9 3m 13.8 14.25 4m 18.2 19 250 * 50 1mm 1m 3.5 3.6 1.5m 5.1 5.3 2m 6.8 7 2.5m 8.4 8.7 3m 9.9 10.4 4m 13.1 13.8 250 * 50 1.1mm 1m 3.8 3.9 1.5m 5.5 5.75 2m 7.3 7.6 2.5m 9.1 9.5 3m 10.8 11.35 4m 14.3 14.9 250 * 50 1.2mm 1m 4.1 4.2 1.5m 6 6.2 2m 7.9 8.2 2.5m 9.8 10.25 3m 11.7 12.3 4m 16.63 16 250 * 50 1.5mm 1m 5 5.1 1.5m 7.4 7.6 2m 9.75 10.1 2.5m 12.1 12.6 3m 14.5 15 4m 19.2 19.8 225 * 38 1.5 mm 1m 4.5 1.5m 6.6 2m 8.8 2.5m 10.9 3m 12.83 4m 17.39 225 * 38 1.8 mm 1m 4.92 1.5m 7.44 2m 10 2.5m 12.48 3m 15.25 4m 20.3 Main dimensions and general specifications of cup-lock scaffolding
Serial Number Project Name Regulatory requirements 1 Structural facade Ordinary scaffolding with a height H ≤ 20m should be erected using conventional methods; scaffolding taller than H > 20m must undergo specialized construction design and structural calculations. 2 Load Limit Construction scaffolding must not exceed 2.7 kN/m²; decorative scaffolding should be between 1.2 and 2.0 kN/m², or determined based on actual conditions. 3 Basic approach The foundation should be level, compacted, and equipped with drainage measures. Vertical posts must have base plates, and 0.05m × 0.2m × 2m wooden scaffold boards should be laid underneath. For scaffolding taller than 40m, a foundation calculation is required, and the appropriate laying measures must be determined. 4 Vertical spacing of upright posts Typically between 1.2 and 1.5 meters. If it exceeds this range, a verification calculation is required. 5 Vertical post spacing ≤ 1.2 meters 6 Fastener All high-rise scaffolds with a height H > 30m must have their lower half (H/2) supported by toothed bowl-lock connectors. Construction preparation before scaffolding erection:
① Level the site ground. To ensure the scaffolding is safe, stable, and neatly arranged once erected, it’s essential to compact and flatten the ground thoroughly. According to installation specifications, place full-length base plates that are 50mm thick. Make sure the base plates make solid contact with the ground. Next, position the upright posts according to the required spacing—mark their exact locations with a pen—and carefully set the post bases precisely at these marked spots, ensuring each base sits squarely in the center of its corresponding plate.
② Place the sweeping pole and then erect the vertical pole. Before starting to raise the vertical pole, first prepare the horizontal bar, position it in place, and join multiple sections together to extend its length. Once ready, carefully stand the vertical pole upright.
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Yes, samples can be sent for testing before bulk ordering.
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Inventory orders within 7-15 days, for oem and odm orders, the specific time depends on the actual situation.
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Wire transfer or letter of credit, Western Union, Alipay, etc.
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