CE Certified Pallet Rack Supply Supplier & Exporters

Under European Construction Products Regulation CPR 305/2011 (harmonized standard EN 1090-1 and design code EN 15512), the CE mark certifies that the racking system has undergone factory production control (FPC) audits, verified mechanical testing, and accredited third-party surveillance. Unlike self-declared declarations of conformity, HEDA’s CE certification (Certificate No. 2435-CPR-8605159) is issued by an EU-notified body. This certification confirms that calculated yield strengths, weld throat dimensions, and safety load factors are legally defensible under corporate safety liability audits.

Per EN 15512:2020 clause 7.6.2, the vertical beam deflection under maximum uniformly distributed design load must not exceed δ ≤ L/200 for standard pallet configurations, where L represents the clear span of the beam between upright column faces. For automated crane systems or sensitive cold-storage gravity flow conveyors, HEDA engineers often apply a stricter design constraint of δ ≤ L/250 or L/300 to avoid pallet catch hazards and roller track binding.

Standard fabricators commonly clean steel with basic pressure-wash degreasers, which fail to strip away high-temperature mill scale and micro-oxidation produced during hot rolling. HEDA employs an industrial 9-stage chemical immersion process that incorporates hydrochloric acid pickling to fully dissolve oxides, followed by an immersion iron/zinc phosphating reaction. This molecular conversion creates a micro-crystalline layer that anchors the electrostatic powder coating, exceeding 500 hours of ASTM B117 salt spray testing and preventing corrosion creep from accidental forklift scratches.

To generate a complete structural design, FEA simulation, and accurate commercial proposal within 24 hours, our design office requires: (1) Warehouse architectural drawings showing column grid spacing, building clear eaves height, and overhead obstruction levels; (2) Concrete floor slab data including thickness, reinforcement grid, and compressive strength class (typically C20/25 to C30/37); (3) Unit load profiles (pallet footprint W × D × H, overhang, and maximum pallet gross mass); and (4) Forklift specifications, including mast lift height, collapsed mast height, and minimum aisle turning radius ($A_{st}$).

Export bundles are engineered to maximize ISO ocean container volume while protecting structural profiles against condensation and dynamic wave-slam forces. Uprights are nested on customized wood runners with protective corrugated edge angles and shrink-wrap bands. Beams are palletized in oriented layers separated by non-abrasive spacers to prevent powder-coat abrasion. Small hardware items (safety pins, expansion bolts, leveling shims, baseplates) are sealed in vapor-barrier poly bags within reinforced wooden crates, enabling contractors to unpack and stage components smoothly on site.

Yes. Our structural engineering department regularly models dynamic seismic actions under Eurocode 8 (EN 1998-1) and US ASCE 7 provisions. For facilities located across active seismic faults, we calculate frame ductility factors ($q$), enlarge baseplate footprint thicknesses to distribute peak dynamic shear stresses, and apply dual-anchor chemical capsule fasteners. When warehouse floors cross building expansion joints, our layout engineers configure separate back-to-back rack runs with sliding mechanical spacers to absorb building sway without transferring shear loads through the rack frame.