| Grating Construction | Load-bearing bearing bars with transverse cross bars connected by welding or mechanical fixing. | EN 10025 for structural steel grades; EN ISO 14122-2 for access platforms and walkways. | Welded steel grating with serrated bearing bars where additional slip resistance is required. | Review fabrication drawings, bar dimensions, panel tolerances, and weld quality records. | Confirm whether the design is intended for pedestrian access, maintenance traffic, or equipment loading. |
| Common Material Grade | Structural carbon steel with suitable weldability and strength. | Common grades include S235JR and S275JR under EN 10025-2; equivalent grades may be used under ASTM or other national standards. | S235JR is commonly selected for general access platforms; higher-strength grades may be considered after structural calculation. | Check material certificates issued to EN 10204, commonly Type 3.1 for supplied steel. | Material grade alone does not determine allowable span or working load; engineering calculations remain necessary. |
| Hot-Dip Galvanizing | Continuous zinc coating applied after fabrication to protect exposed steel surfaces. | EN ISO 1461:2022 or ASTM A123/A123M, depending on the purchase specification. | For steel components thicker than 6 mm, EN ISO 1461 specifies a mean coating mass of 610 g/m² and a local minimum of 505 g/m². | Use coating-thickness measurements with a calibrated magnetic induction or eddy-current gauge; review galvanizing inspection records. | 610 g/m² is a coating-mass requirement for a specified steel-thickness category, not a universal value for every grating component. |
| Zinc Coating Thickness | Coating thickness varies according to the steel thickness category and the applicable standard. | Under EN ISO 1461, a 610 g/m² mean coating mass is approximately equivalent to about 85 μm of zinc, using zinc density of approximately 7.14 g/cm³. | Specify the required standard, component thickness range, average value, and local minimum value in the purchase order. | Measure multiple locations on representative components rather than relying on one reading. | Coating mass and coating thickness are related but should not be treated as interchangeable without accounting for zinc density and measurement method. |
| Surface Finish | Uniform, adherent zinc coating with no significant bare areas, harmful lumps, sharp droplets, or excessive zinc ash. | Acceptance criteria are defined by EN ISO 1461 or the agreed project specification. | Drainage and vent holes should be incorporated into hollow or enclosed sections before galvanizing. | Conduct visual inspection after galvanizing and check repaired areas according to the selected standard. | Minor appearance variations can occur because of steel chemistry, surface condition, cooling, and galvanizing bath reactions. |
| Slip Resistance | Walking surface should reduce slip risk in wet, oily, dusty, or icy service conditions. | EN ISO 14122-2 addresses permanent means of access; project risk assessments may specify additional slip-resistance requirements. | Serrated bearing bars are commonly preferred for outdoor walkways exposed to water, mud, or snow. | Check the grating profile, serration geometry, and any project-specific slip-resistance test requirement. | Serrated grating may be less comfortable for small wheels and can be more difficult to clean than plain grating. |
| Panel Span and Load | Panel size, bearing-bar depth, bar spacing, and support conditions must satisfy the calculated design load. | Design may reference EN 1993-1-1, EN 1991-1-1, national building codes, or the project engineer’s criteria. | Typical pedestrian grating layouts use bearing-bar spacing around 30–40 mm, but the final selection depends on the load and clear span. | Require a load table or structural calculation showing uniformly distributed load, point load, deflection, and support conditions. | Do not select a panel solely by nominal dimensions; deflection and concentrated loads can govern the design. |
| Open Area and Drainage | Open grating allows rainwater, snow, dust, and spilled liquids to pass through. | Opening dimensions should comply with the applicable access-safety and project requirements. | Choose opening size according to pedestrian safety, footwear, tools, drainage needs, and local regulations. | Verify clear opening dimensions from fabrication drawings and inspect random panels before shipment. | Smaller openings improve object retention but increase weight, cost, and resistance to cleaning or drainage. |
| Panel Tolerance | Panel length, width, squareness, bearing-bar spacing, and twist must remain within agreed fabrication tolerances. | Use the applicable grating product standard or approved project fabrication specification. | Set dimensional tolerances before production, especially where panels fit into support frames or removable sections. | Use calibrated steel rules, tape measures, squares, and level surfaces during incoming inspection. | Tight interface tolerances reduce installation problems but may increase fabrication and inspection requirements. |
| Fasteners and Fixings | Fixings should prevent uplift, movement, rattling, and unintended panel removal. | Fixing details should follow the structural design and the access-platform safety requirements. | Common solutions include saddle clips, clamp assemblies, bolted hold-downs, and anti-theft fasteners. | Check fastener material compatibility, tightening method, spacing, and availability of replacement parts. | Use compatible galvanized or stainless-steel hardware with suitable isolation where galvanic corrosion is a concern. |
| Edge Protection | Open-sided elevated walkways normally require guardrails, toe boards, and safe access arrangements where required by regulation. | EN ISO 14122-3 covers stairs, stepladders, and guardrails for machinery access; local regulations may also apply. | Specify guardrail height, intermediate rails, toe-board height, kick gaps, and access gates as part of the complete system. | Review the general arrangement drawing and verify dimensions during site or pre-shipment inspection. | Grating supply and edge-protection supply may be separate scopes; define responsibility clearly in the contract. |
| Corrosion Environment | Atmospheric exposure, humidity, chlorides, industrial pollutants, and temperature affect service life. | ISO 12944 provides a framework for corrosivity categories; coastal and marine exposure may require project-specific review. | Hot-dip galvanized steel is widely used outdoors, but severe marine or chemical environments may require duplex protection or alternative materials. | Record the site environment, expected service life, drainage conditions, and maintenance plan. | A 610 g/m² coating does not guarantee a fixed service life in every environment; exposure and maintenance are decisive. |
| Fabrication Sequence | Grating should normally be fully fabricated, drilled, cut, and fitted before hot-dip galvanizing. | EN ISO 1461 and ASTM A123/A123M address post-fabrication galvanizing practices. | Minimize field cutting after galvanizing; repair unavoidable damaged or cut areas using an approved zinc-rich repair method. | Review fabrication route, vent and drain-hole details, repair procedure, and final inspection records. | Post-galvanizing alterations can reduce corrosion protection if cut edges and damaged areas are not properly repaired. |
| Traceability Documents | Product identity, material batch, galvanizing result, inspection status, and packing details should be traceable. | EN 10204 material certification and the agreed inspection and test plan may be used for documentation control. | Recommended documents include drawings, material certificates, coating reports, dimensional reports, packing lists, and declarations of conformity where applicable. | Match heat numbers, panel marks, certificates, and shipping documents before dispatch. | Clear traceability supports customs clearance, installation control, warranty review, and future replacement orders. |
| Packaging and Delivery | Panels must be protected from distortion, impact, contamination, and prolonged trapped moisture during transport. | Packaging should follow the buyer’s logistics requirements and the agreed Incoterms. | Use stable bundles with lifting points, separators where necessary, weather-resistant covering, and visible panel identification. | Inspect bundle condition, marking, quantity, dimensions, and visible coating damage before unloading. | Incorrect stacking or wet storage can cause white rust or handling damage even when the original galvanizing was compliant. |