| 1. Fixed Base Plate | Welded or formed steel plate with a central locating pin or socket. | Stable scaffolds erected on level, load-bearing surfaces where no height adjustment is required. | Compatible with tube-and-fitting scaffold standards when the plate socket matches the outside diameter and connection method of the vertical tube. | Common plate footprints are approximately 120–180 mm square or round; dimensions vary by system design. | Use within a scaffold system designed and checked in accordance with EN 12811-1, applicable national regulations, and the system supplier’s instructions. | Place every plate on a sound, level sole board or engineered support surface. Keep the plate fully supported and align the standards vertically. | Confirm plate thickness, weld quality, socket dimensions, corrosion protection, and the tested load rating of the complete scaffold system. |
| 2. Adjustable Screw Jack Base | Threaded vertical spindle, base plate, adjustment nut, and retaining or locking component. | Leveling scaffolds on uneven ground or correcting small differences in floor elevation. | Suitable for tube-and-fitting, ring-lock, cuplock, frame, and other modular systems only when the spindle diameter, nut, and connector are system-compatible. | Typical adjustment ranges are about 300–600 mm; the usable range must be limited by the manufacturer’s marked extension limit. | Relevant design and use principles include EN 12811-1, EN 74 connection requirements where applicable, OSHA 29 CFR 1926.451 in the United States, and local scaffold regulations. | Use a level sole board or engineered base. Do not exceed the permitted exposed spindle length. Tighten the adjustment nut and prevent lateral movement. | Check thread form, spindle diameter, base dimensions, locking method, corrosion resistance, and verified axial load capacity at the intended extension. |
| 3. U-Head Adjustable Jack | Adjustable threaded jack fitted with a U-shaped head for supporting beams, ledgers, bearers, or formwork members. | Temporary propping, shoring, slab support, and applications where the supported member must sit securely in a cradle. | Compatible with scaffold tubes, timber beams, steel bearers, and modular shoring towers when the U-head width and load path are suitable. | Typical spindle adjustment is approximately 300–600 mm; U-head widths commonly range from about 100–165 mm. | Use with an engineered temporary-works design and applicable requirements such as EN 12811-1, EN 1065 where telescopic props are used, or local shoring regulations. | Center the supported member in the U-head, maintain full bearing, secure against displacement, and install the tower or prop on a level, load-bearing base. | Verify U-head depth, saddle width, spindle extension limit, locking arrangement, and the rated load for the complete assembled support. |
| 4. Swivel or Tilting Base Plate | Base plate mounted on a pivot or spherical joint to accommodate limited slope or angular alignment. | Scaffolds erected on sloping terrain, ramps, irregular concrete, or structures where a rigid flat plate would not sit evenly. | Compatible only with scaffold systems and sole boards designed to accept the specific swivel base geometry and load direction. | Common angular compensation is approximately 5–15 degrees, depending on design; the exact angle must be confirmed before purchase. | Apply EN 12811-1 and local requirements for foundation stability, load transfer, bracing, and scaffold erection. | Use a properly sized sole board or engineered foundation. Ensure the joint is correctly oriented, fully seated, and restrained from sliding or rolling. | Check permitted angle, locking mechanism, contact area, joint strength, and whether the rated capacity changes when the base is inclined. |
| 5. Fork-Head Jack Base | Adjustable jack with a forked or saddle-shaped head for receiving horizontal scaffold members or shoring bearers. | Shoring towers, falsework, temporary beam support, and load-bearing platforms requiring positive member positioning. | Works with modular scaffold towers and shoring frames when the fork width, connector type, and vertical load path match the system. | Typical adjustment ranges are approximately 300–600 mm; fork openings often fall within about 80–150 mm. | Use an engineered design based on EN 12811-1, applicable temporary-works guidance, and national requirements for stability and load capacity. | Seat the bearer centrally in the fork, prevent uplift or sideways displacement, and install diagonal bracing where required by the design. | Confirm fork opening, head depth, spindle extension, locking nut, weld inspection, and tested capacity under eccentric loading. |
| 6. Caster Jack Base | Lockable caster assembly combined with a jack or leveling mechanism for mobile scaffold towers. | Mobile access towers used on smooth, firm, unobstructed indoor or outdoor surfaces. | Compatible with mobile towers only when the caster stem, frame socket, wheel diameter, braking system, and tower design are matched. | Common wheel diameters are approximately 125–200 mm; lift or leveling travel varies by model. | Mobile tower requirements may include EN 1004-1, EN 1004-2, OSHA 29 CFR 1926.452(w), and applicable local regulations. | Lock all wheels before climbing or working. Use only on firm, level surfaces; maintain the required height-to-base ratio and never move the tower while occupied. | Check wheel load rating, brake effectiveness, stem dimensions, swivel function, leveling travel, and compatibility with the tower manufacturer’s instructions. |
| 7. Heavy-Duty Base Jack with Enlarged Plate | Large-footprint adjustable jack designed to distribute vertical loads over a wider support area. | Heavy-duty shoring, high-load scaffold towers, industrial maintenance platforms, and applications with increased foundation pressure. | Compatible with heavy-duty modular or tube-and-fitting systems when the spindle, connector, frame, and bracing are designed for the applied load. | Typical base footprints are approximately 150–220 mm or larger; adjustment travel is commonly about 300–600 mm. | Require a project-specific design using EN 12811-1, relevant national scaffold rules, and structural checks for foundation pressure and buckling. | Install on engineered sole boards or a verified concrete foundation. Keep the jack plumb, limit spindle extension, and provide the specified bracing and tie-ins. | Request verified axial capacity, buckling data, plate bearing area, spindle dimensions, material grade, weld inspection records, and coating specification. |