| Single-Plank Retaining Clamp | Prevents a single scaffold plank from lifting, sliding, or moving laterally on its support. | Timber planks Commonly used with plank thicknesses of approximately 35–50 mm, subject to the clamp design. | Hot-dip galvanized steel, stainless steel, or coated steel. | Jaw opening, plank thickness range, contact surface width, corrosion protection, and fixing method. | General access platforms, façade work, maintenance platforms, and temporary working decks. | Confirm that the clamp does not split, crush, or excessively notch the plank. Check the manufacturer’s installation instructions and the competent person’s platform design. |
| Double-Plank Joining Clamp | Connects adjacent planks to reduce relative movement and help maintain a continuous platform surface. | Two timber planks with matching thicknesses; some designs also accept engineered scaffold boards. | Galvanized steel or ductile iron with steel fasteners. | Combined plank thickness, overlap or joint geometry, clamp spacing, fastener diameter, and resistance to loosening. | Long platforms, modular access systems, loading areas, and projects where repeated plank movement is possible. | Do not use a joining clamp as a substitute for adequate end bearing, support spacing, guardrails, or designed platform load capacity. |
| Plank-to-Tube Support Clamp | Restrains a plank or deck edge in relation to a scaffold tube or bearer and helps control uplift or displacement. | Timber or engineered planks used with scaffold tubes or transoms; tube diameter must match the clamp geometry. | Forged or pressed galvanized steel; stainless steel may be selected for highly corrosive environments. | Tube outside diameter, plank thickness, clamp throat depth, bolt or wedge arrangement, and slip resistance. | Tube-and-fitting scaffolds, irregular layouts, retrofit work, and platforms exposed to wind or vibration. | Measure the actual tube outside diameter and verify compatibility with the scaffold system. A clamp must not damage the tube or interfere with a coupler connection. |
| Edge or End Retainer | Helps keep planks aligned at platform ends, exposed edges, or transitions between platform sections. | Timber boards, aluminum planks, or proprietary metal decking only when the retainer profile is specifically compatible. | Galvanized steel, aluminum alloy, or stainless steel. | Edge profile, end clearance, retention height, resistance to accidental impact, and compatibility with toe boards. | Façade corners, platform ends, access openings, temporary bridges, and areas with frequent material handling. | Verify that the retainer does not create a trip hazard or reduce the required clear platform width. Provide separate edge protection where required. |
| Anti-Uplift Plank Clamp | Restrains platform boards against wind uplift, vibration, or accidental displacement. | Planks or metal decks with a defined support edge and enough material thickness for the clamp to engage securely. | Galvanized steel or stainless steel, depending on exposure and project durability requirements. | Uplift resistance, locking feature, clamp spacing, fastener security, corrosion allowance, and inspection access. | High-rise façade work, coastal locations, exposed roofs, bridges, industrial sites, and windy temporary works. | Uplift resistance must be established by project engineering or tested product data. Do not infer wind resistance from the clamp’s appearance alone. |
| Adjustable Universal Plank Clamp | Accommodates more than one plank thickness or support configuration where project conditions vary. | Multiple plank thicknesses within the stated adjustment range; commonly selected for mixed-platform inventories. | Galvanized steel with threaded or wedge-adjustment components. | Adjustment range, locking reliability, allowable tolerance, ease of installation, and resistance to accidental release. | International projects, rental fleets, refurbishment work, and sites using different plank specifications. | Adjustable parts must be positively locked after installation. Avoid using a clamp outside its specified range or with incompatible plank profiles. |
| Heavy-Duty Deck Retention Clamp | Secures thicker engineered boards, metal decks, or high-use platform panels against movement. | Engineered scaffold boards and metal decking only when the clamp has been designed and tested for that profile. | High-strength galvanized steel, stainless steel, or coated structural steel. | Deck thickness, support reaction, load class, fatigue exposure, fastener grade, and resistance to impact or vibration. | Industrial maintenance, shipyards, power facilities, infrastructure projects, and high-traffic platforms. | Check the complete platform design, including deck span, support spacing, concentrated loads, fire requirements, and inspection intervals. |
| Temporary Access-Ramp Plank Clamp | Helps restrain planks used on temporary ramps, sloped walkways, or material-transfer platforms. | Boards or panels with a compatible underside or edge profile; ramp angle and surface treatment must be considered. | Galvanized steel, stainless steel, or high-strength coated steel. | Shear resistance, anti-slip provisions, ramp angle, fixing pattern, plank bending, and load direction. | Construction access routes, maintenance shutdowns, plant rooms, and short-term material handling areas. | Clamps alone do not provide slip protection. Use suitable anti-slip surfaces, handrails, toe boards, and designed anchorage where required. |