| Scaffold jack base | Steel screw jack with a base plate; common screw lengths are approximately 300–600 mm, depending on the system. | Provides a firm, adjustable starting point for the scaffold standards or uprights. | Select a jack compatible with the scaffold system and use it only within the manufacturer’s stated adjustment range. | Check that the screw, nut, plate, and retaining features are free from cracks, severe corrosion, and deformation. |
| Base plate | A flat steel plate, commonly around 120–150 mm square; exact dimensions vary by scaffold design. | Distributes the load and reduces the risk of local ground penetration. | Place the plate fully on a sound, level, load-bearing surface. Use suitable sole boards where the ground is soft or uneven. | The entire plate should remain in contact with the sole board or supporting surface; do not balance it on loose materials. |
| Sole board or timber support | Size and thickness depend on ground conditions, scaffold loading, and the required bearing area. | Spreads the reaction from the jack base over a larger area. | Install on compact, stable ground and align the board so the jack base cannot slide or rock. | Do not use loose bricks, stacked blocks, scrap materials, or unstable packing as substitutes. |
| Screw adjustment | The available adjustment is product-specific; many systems provide roughly 150–300 mm of usable adjustment. | Compensates for minor level differences and helps create a plumb scaffold frame. | Turn the adjustment nut gradually and distribute changes across adjacent jacks. Keep the exposed thread within the permitted limit. | Never use excessive extension to correct major ground slope; rework the foundation or consult a qualified scaffold designer. |
| Initial positioning | Jack bases should be positioned at the designed standard locations and at consistent spacing. | Transfers scaffold loads through the standards into the supporting surface. | Mark the layout before assembly and keep each base centered beneath its standard or vertical leg. | Confirm spacing, edge distances, openings, and obstructions against the approved scaffold layout. |
| Leveling sequence | Use a spirit level or suitable surveying equipment to check both longitudinal and transverse directions. | Maintains a level working platform and reduces uneven loading. | Adjust the lowest points first, then recheck the entire bay after installing ledgers, transoms, and braces. | Do not rely on visual alignment alone; verify plumb and level after each significant adjustment. |
| Standard connection | The jack head may be a U-head, flat head, or compatible socket, depending on the scaffold configuration. | Keeps the vertical member seated and helps prevent lateral movement. | Insert the standard fully into the jack socket or seat it correctly in the head before continuing the frame assembly. | Check that the connection is fully engaged and that the standard is not supported by the screw thread alone. |
| Bracing and tie-in | Brace and tie requirements depend on scaffold height, width, loading, wind exposure, and the design standard. | Controls sway, buckling, and horizontal movement. | Install required braces and building ties as the scaffold rises rather than waiting until completion. | A jack base cannot replace required bracing, ties, guardrails, or other stability measures. |
| Load and bearing review | Capacity is determined by the complete system, including the jack, standard, scaffold arrangement, ground, and applied loads. | Ensures the support arrangement is suitable for workers, materials, equipment, and environmental forces. | Use the approved design, load class, and site conditions when deciding whether additional support or engineering review is required. | Do not estimate safe capacity from appearance, screw diameter, or base-plate size alone. |
| Final inspection | Inspect before use, after significant alteration, and after events that may affect stability, such as impact, settlement, or severe weather. | Confirms that the support system remains stable and correctly assembled. | Review foundation contact, jack extension, plumb, level, connections, bracing, ties, and visible damage. | Remove from service and obtain competent-person assessment if any critical component is damaged, loose, displaced, or overloaded. |