| Concrete wall formwork | 1,220 × 2,440 mm or 1,250 × 2,500 mm | 12–18 mm | Install the long direction parallel to the primary walers where practical. Keep unsupported panel edges fully supported or back-blocked. | Seal all cut edges, drilled holes, and exposed end grain before first use. Re-seal damaged areas after stripping. | Normally limit visible face deflection to approximately L/360 under the design fresh-concrete pressure. | High face durability, stable thickness, clean release surface, sealed edges, and adequate support behind joints. |
| Concrete slab and beam formwork | 1,220 × 2,440 mm or 1,250 × 2,500 mm | 18–21 mm | Use the panel span across closely spaced joists or bearers. Stagger joints and avoid four panel corners meeting at one location. | Seal every perimeter edge and cutout. Apply a compatible form-release treatment to the film surface when required by the formwork system. | Use L/360 as a common starting criterion; use L/480 where a flatter concrete finish or sensitive architectural surface is required. | Panel thickness, bending stiffness, joint alignment, bearer spacing, and resistance to repeated wetting and stripping. |
| Temporary outdoor construction platforms | 1,220 × 2,440 mm | 18–21 mm | Orient the stronger panel direction across the supports when the supplier provides directional structural data. Provide support at all panel edges. | Use a durable coating or compatible edge sealer on all edges. Do not rely on the film face alone to protect exposed cut edges. | For walking surfaces, a preliminary target of L/360 is commonly used; verify concentrated loads and local safety requirements separately. | Slip resistance, wet-service durability, fastener holding, drainage, edge protection, and inspection frequency. |
| Reusable formwork with frequent stripping cycles | 1,250 × 2,500 mm | 18–21 mm | Use larger panels to reduce the number of joints only when handling equipment and site access can safely accommodate them. | Factory-sealed edges are preferred. Seal every field cut immediately; replace panels with crushed corners, open plies, or delaminated edges. | Target approximately L/360 or stricter when surface finish requirements are high. | Number of reuse cycles, moisture resistance, film adhesion, edge integrity, stripping method, and storage conditions. |
| Interior partitions and temporary enclosures | 1,220 × 2,440 mm | 9–12 mm | Use vertical framing at regular intervals and support panel joints. Thinner panels require closer framing to control bowing. | Seal edges where cleaning water, humidity, or repeated handling is expected. Interior dry locations may need less protection. | Use approximately L/360 for surfaces receiving rigid finishes; confirm the finish manufacturer’s limit. | Weight, ease of cutting, screw retention, appearance, fire requirements, and compatibility with the framing system. |
| Vehicle floors and heavy-duty transport decks | 1,220 × 2,440 mm or project-specific cut sizes | 18–25 mm | Support panel joints, protect exposed perimeter edges, and design for wheel, pallet, or point loads rather than uniform load only. | Seal all edges and penetrations with a moisture-resistant system. Add mechanical edge protection where impact is likely. | Use approximately L/360 for general service; evaluate local indentation and vibration in addition to global deflection. | Point-load resistance, abrasion, wet-dry cycling, fastening details, impact damage, and replaceability. |
| Exterior temporary sheathing under protected conditions | 1,220 × 2,440 mm or 1,250 × 2,500 mm | 12–18 mm | Maintain required gaps and provide framing support around openings, panel ends, and corners. Do not use as permanent weatherproofing unless approved for that purpose. | Seal all edges, especially bottom edges and openings exposed to splash water. Cover panels and provide drainage during storage and installation. | Use the structural design limit required by the framing system; L/360 is a common serviceability starting point for finish-sensitive assemblies. | Exposure duration, water management, fastener spacing, wind suction, panel orientation, and compatibility with the permanent cladding. |