Efficient storage systems PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING PICKING LEVELS MEZZANINE OVER PALLET RACK Estanterías Record

pstantprias record PRODUCT TECHNICAL FILE Identification: CONVENTIONAL PALLET RACKING Revision date: 22-12-14 CONTENTS Page 2.2.9. Open-plan, walkable overhead loft27

PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING Revision date: Estanterías Record, S.L. designs and manufactures several types of metal racking, shelving and storage systems in compliance with applicable standards. Therefore, we have to document the specifications and characteristics of each product line to create a summarised view of the theoretical parameters and structural and functional elements considered in each particular solution. This product file aims to provide a general description of the CONVENTIONAL PALLET RACKING system. It develops an outline of the individual components in...

pstantprias record PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING Lines of parallel blocks form intervening aisles whose width is determined by the applicable standards, by the handling equipment available, and by the means of access to and dimensions of the unit loads. Main advantages: • Each pallet can be located quickly and accessed directly and immediately. • Easily adapted as requirements change. The range of accessories and configurations means the storage system can be adapted for use with loads of all weights and volumes. • Strict control over stored goods. Each space corresponds...

PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING Revision date: Optimum use of the vertical space. Loading levels can be adjusted quickly and easily to adapt to different volumes of stored goods. Versatility of use. The system’s configuration options mean the racks can be used in coordination with any type of handling equipment used in the warehouse (pallet trucks, counterbalanced forklift truck, reach trucks, trilaterals, etc.). Damaged components can be replaced easily and immediately. A single system can combine palletised loads on the upper levels and manual loading (picking) on lower levels....

PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING Revision date: Sections are cold-formed and punched from steel strips before they undergo electrostatic painting in a continuous flow, phosphate, anticorrosive coating and oven curing treatments. The load-bearing capacity of the racks is determined directly by the type and quality of steel used in their construction, which is established by the applicable standard, and by the physical characteristics and behaviour of each configuration in response to elastic instability phenomena associated with the individual elements and the structural systems...

pstantprias record PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING Elastic modulus_ Shear modulus_ Poisson's ratio_ Coefficient of linear thermal expansion Density_ The system's metal elements are grade A1 (M0), according to certification at source, in compliance with Spanish Royal Decree 2267/2004, dated December 3, which approved the fire safety regulations in industrial premises. Elements with a zinc coating of less than 100 gm have a fire rating of M1, class B-s3,d0, in accordance with standard UNE-EN 13501-1:2007. 2.1.2. Finishes All ungalvanised elements are painted to obtain a surface...

pstantprias record PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING 2.2. STRUCTURAL ELEMENTS 2.2.1. Frames The frames correspond to the structure’s basic vertical elements. Each frame comprises two uprights connected by a series of horizontal and diagonal bracings secured with grade 8.8 DIN 931 M8x65 bolts. The bolts are made from high strength steel and fitted with DIN 985 self-locking safety nuts and Teflon® washers to ensure they do not become loose with use. Height Depth This structure will bear the axial compression load in service conditions and transmit it to the floor. They are also...

PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING Revision date: Horizontal bracing Diagonal bracing Anchor bolt Base plate Spacer fitting (*) M8x90 metric bolts are only used when the frame is constructed with 100 63 uprights, all other assemblies are secured with M8x65 bolts. The distance between diagonal bracings is fixed at 550 mm for all frames, which gives a maximum span between trusses of 1,100 mm. The angles between diagonal bracings generally ranges from 20° to 70°. The free ends of the horizontal and diagonal bracings (where there aren’t any nodes) are bolted to the uprights. Spacer...

pstantprias record PRODUCT TECHNICAL FILE Identification: CONVENTIONAL PALLET RACKING Revision date: 22-12-14

PRODUCT TECHNICAL FILE

pstantprias record PRODUCT TECHNICAL FILE Identification: CONVENTIONAL PALLET RACKING Revision date: 22-12-14 Detailed diagram of bracing elements No._Description 1_Horizontal bracing Description M10x20 bolt Base plate Anchor bolt Spacer fitting (*) M8x90 metric bolts are only used when the frame is constructed with 100 63 uprights, all other assemblies are secured with M8x65 bolts. Dimensions of horizontal and diagonal bracings: Elevation view

PRODUCT TECHNICAL FILE ( ' CONVENTIONAL PALLET RACKING Revision date: 22-12-14

PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING Revision date: 2.2.3. Uprights Hot-rolled, as per standard EN 100252:2004, and cold-formed S235JR to S355JR grade steel C-sections, with an appropriate thickness for the load they must bear. They feature two lines of holes, each separated by 50 mm, along their front surface; the connectors for the load-bearing beams slot into these holes. There are also two rows of holes, measuring 9 mm in diameter and again separated by 50 mm, facing each other on both sides of the uprights. These holes are used to attach the bracings. As detailed above, the...

PRODUCT TECHNICAL FILE CONVENTIONAL PALLET RACKING Revision date: Plan view Upright 80 63 Plan view Upright 100 63 Plan view Upright 100 100 e = 1.5 / 1.8 / 2.0 mm 2.2.4. Additional frame components Each upright is fitted with a metal foot or base plate especially designed to transmit the load to the floor and control any punching shear or settlement phenomena in the underlying concrete. This is also affected by the dimensions and characteristics of the concrete floor slab. Upright 80 63 with base plate Upright 100 63 with base plate Upright 100 100 with base plate