BIJL COMPOSITE PLANKS FOR NEW CONSTRUCTION AND UPGRADES

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1 BIJL COMPOSITE PLANKS FOR NEW CONSTRUCTION AND UPGRADES

2 BIJL COMPOSITE PLANKS FOR NEW CONSTRUCTION AND UPGRADES BIJL Profielen manufactures glassfibre reinforced profiles since Besides our standard and custom profile program we also produce composite (glassfibre reinforced polyester) floor planks in the following dimensions: Part number Depth Width mm 256 mm mm 500 mm mm 500 mm mm 500 mm mm 400 mm Stocked in lenghts of 5, 6 and 7 meter to minimize cut-off waste. For certain larger projects we normally produce exact lengths. The most important properties of our planks are: Longevity Virtually maintenance free Durable Does not rot, corrode or decay UV-inhibited Light weight Easy installation Low environmental impact, recyclable Fire retardant The planks are used as decking material for: Bridges Platforms Scaffolding Staircases Flooring Rehabilitation of bridges Cooling towers etc. Quality Our long expierience in production of fiberglass materials guarantees a consistent high product quality. We have professional equipment to mechanically test our profiles according to the appropriate rules and regulations.

3 Properties BIJL plank 400x85 Part number Fixing from the top by means of screws and spacers. Fixing from bottom side by means of molded insert blocks Grey Width (working) 400 mm Depth 85 mm Section area 8951 mm 2 Area moment of inertia 1020*10E4 mm 4 Section modulus mm 3 Modulus of elasticity 27 GPa Max distance to neutral axis 46,7mm Weight 42 kg/m 2 Can be used for vehicle loads up to 30 ton. Loadtable uniform load kilo-newton per square meter L/ Span (mm) Deflection (mm) 2,5 3,8 5,0 6,3 7,5 8,8 10,0 11,3 Load (kn) 361,1 201,5 123,0 79,4 53,6 37,5 27,0 20,1 250 Deflection (mm) 2,0 3,0 4,0 5,0 6,0 7,0 8,0 9,0 Load (kn) 288,9 161,2 98,4 63,5 42,8 30,0 21,6 16,0 400 Deflection (mm) 1,3 1,9 2,5 3,1 3,8 4,4 5,0 5,6 Load (kn) 180,5 100,7 61,5 39,7 26,8 18,7 13,5 10,0 Ultimate limit state (kn) 481,1 320,8 240,6 192,5 160,4 137,5 108,3 85,5 TÜV Rheinland certified: 11654R The maximum allowable load for a given loadcase needs to be calculated by a structural engineer. The loadtable states the general loads and should be checked either theoretically or by means of testing. The loadtable results are strength verified with the following safety factors: - Load factor Conversion factor 1.2 (short term load) - factor The numbers in the load table are calculated with great care but give no guarantee for their application. Physical properties Density 1800 kg/m x10-6 m/m/ 0 C

4 Properties BIJL plank 500x55 Part number Fixing from bottom side by means of molded insertblocks, clamps and bolts. Grey Width (working) 499 mm Depth 55 mm Number of ribs 11st. Rib distance 50 mm Section area 6238 mm 2 Area moment of inertia mm 4 Section modulus mm 3 Modulus of elasticity 31 GPa Max distance to neutral axis 32,96 mm Weight 22,4 kg/m 2 Loadtable uniform load kilo-newton per square meter L/ Span (mm) Deflection (mm) 2,5 3,8 5,0 6,3 7,5 10,0 Load (kn) 360,6 154,7 65,3 33,4 19,3 8,2 250 Deflection (mm) 2,0 3,0 4,0 5,0 6,0 8,0 Load (kn) 360,6 123,8 52,2 26,7 15,5 6,5 400 Deflection (mm) 1,3 1,9 2,5 3,1 3,8 5,0 Load (kn) 261,0 77,3 32,6 16,7 9,7 4,1 Ultimate limit state (kn) 360,6 240,4 174,9 112,0 77,8 43,7 TNO tested, test report: TQS-RAP v2 / TUV 11609R-E The maximum allowable load for a given loadcase needs to be calculated by a structural engineer. The loadtable states the general loads and should be checked either theoretically or by means of testing. The loadtable results are strength verified with the following safety factors - Load factor Conversion factor 1.2 (short term load) - factor The numbers in the load table are calculated with great care but give no guarantee for their application Physical properties Density 1800 kg/m x10-6 m/m/ 0 C

5 Properties BIJL plank 500x40 Part number Fixing from bottom side by means of molded insertblocks, clamps and bolts. Grey Width (working) 499 mm Depth 40 mm Number of ribs 11st. Rib distance 50 mm Section area 5571 mm 2 Area moment of inertia mm 4 Section modulus mm 3 Modulus of elasticity 33 GPa Max distance to neutral axis 24,2mm Weight 20 kg/m 2 Loadtable uniform load kilo-newton per square meter L/ Span (mm) Deflection (mm) 2,5 3,8 5,0 6,3 7,5 10,0 Load (kn) 253,8 75,2 31,7 16,2 9,4 4,0 250 Deflection (mm) 2,0 3,0 4,0 5,0 6,0 8,0 Load (kn) 203,1 60,2 25,4 13,0 7,5 3,2 400 Deflection (mm) 1,3 1,9 2,5 3,1 3,8 5,0 Load (kn) 126,9 37,6 15,9 8,1 4,7 2,0 Ultimate limit state (kn) 329,7 219,8 164,8 111,4 77,3 43,5 TÜV Rheinland certified: 11567R The maximum allowable load for a given loadcase needs to be calculated by a structural engineer. The loadtable states the general loads and should be checked either theoretically or by means of testing. The loadtable results are strength verified with the following safety factors - Load factor Conversion factor 1.2 (short term load) - factor The numbers in the load table are calculated with great care but give no guarantee for their application Physical properties Density 1800 kg/m x10-6 m/m/ 0 C

6 Properties BIJL plank 256x40 Part number Fixing from the top also possible! Fixing from the top by means of screws and spacers. Fixing from bottom side by means of molded insert blocks, clamps and bolts Brown Width (working) 256 mm Depth 40 mm Number of ribs 6st. Rib distance 50 mm Section area 3123 mm 2 Area moment of inertia mm 4 Section modulus 31470,8 mm 3 Modulus of elasticity 28 GPa Max distance to neutral axis 22,8 mm Weight 22,5 kg/m 2 Loadtable uniform load kilo-newton per square meter L/ Span (mm) Deflection (mm) 2,5 3,8 5,0 6,3 7,5 10,0 Load (kn) 172,3 71,4 30,1 15,4 8,9 3,8 250 Deflection (mm) 2,0 3,0 4,0 5,0 6,0 8,0 Load (kn) 172,3 57,1 24,1 12,3 7,1 3,0 400 Deflection (mm) 1,3 1,9 2,5 3,1 3,8 5,0 Load (kn) 120,4 35,7 15,1 7,7 4,5 1,9 Ultimate limit state (kn) 172,3 114,9 86,2 68,9 57,4 43,1 The maximum allowable load for a given loadcase needs to be calculated by a structural engineer. The loadtable states the general loads and should be checked either theoretically or by means of testing. The loadtable results are strength verified with the following safety factors - Load factor Conversion factor 1.2 (short term load) - factor The numbers in the load table are calculated with great care but give no guarantee for their application Physical properties Density 1800 kg/m x10-6 m/m/ 0 C

7 Properties BIJL plank 500x35 Part number Fixing from bottom side by means of molded insertblocks, clamps and bolts. Grey Width (working) 499 mm Depth 35 mm Number of ribs 6 st. Rib distance 100 mm Section area 3742 mm 2 Area moment of inertia mm 4 Section modulus 17940mm 3 Modulus of elasticity 29 GPa Max distance to neutral axis 26 mm Weight 12,9kg/m 2 Loadtable uniform load kilo-newton per square meter L/ Span (mm) Deflection (mm) 2,5 3,8 5,0 6,3 7,5 10,0 Load (kn) 83,2 24,7 10,4 5,3 3,1 1,3 250 Deflection (mm) 2,0 3,0 4,0 5,0 6,0 8,0 Load (kn) 66,6 19,7 8,3 4,3 2,5 1,0 400 Deflection (mm) 1,3 1,9 2,5 3,1 3,8 5,0 Load (kn) 41,6 12,3 5,2 2,7 1,5 0,7 Ultimate limit state (kn) 86,1 57,4 33,6 21,5 14,9 8,4 The maximum allowable load for a given loadcase needs to be calculated by a structural engineer. The loadtable states the general loads and should be checked either theoretically or by means of testing. The loadtable results are strength verified with the following safety factors - Load factor Conversion factor 1.2 (short term load) - factor The numbers in the load table are calculated with great care but give no guarantee for their application Physical properties Density 1800 kg/m x10-6 m/m/ 0 C

8 Properties Composite girder 240x150 Part number Grey Width 240 mm Depth 150 mm Section area 8213 mm 2 Area moment of inertia Ix 8143x10 4 mm 4 Section modulus mm 3 Weight 14,8 kg/m 1 Mechanical properties Modulus of Elasticity - axial Modulus of Elasticity - transversal Tensile strength - axial Tensile strength - transversal Hole strength - axial Hole strength - transversal Flexural strength - axial Flexural strength - transversal Interlaminar shear strength - axial 27 GPa 7 GPa 240 MPa 50 MPa 150 MPa 70 MPa 240 MPa 100 MPa 25 MPa Physical properties Density 1800 kg/m x10-6 m/m/ 0 C

9 Properties Composite girder assembly B300 Part number Grey B B: variable 300 to 780 mm For example: I-300x400 mm I-300x650 mm Width 300 mm 300 mm Depth 400 mm 650 mm Section area mm mm 2 Stiffness ExI x-as 24,8x10 12 Nmm 2 68x10 12 Nmm 2 Stiffness ExI y-as 3,85x10 12 Nmm 2 3,85x10 12 Nmm 2 M 862x10 6 Nmm 1531x10 6 Nmm D 295 kn 327 kn Weight 42,9 kg/m 1 49,8 kg/m 1 UCL tested, test report: 95/ Mechanical properties Tensile strength - axial Tensile strength - transversal Hole strength - axial Hole strength - transversal Flexural strength - axial Flexural strength - transversal Interlaminar shear strength - axial Detailed technical data on request 240 MPa 50 MPa 150 MPa 70 MPa 240 MPa 100 MPa 25 MPa Fysische eigenschappen Density 1800 kg/m x10-6 m/m/ 0 C

10 Anti-skid grit surface panel edge finisher Planks are available with either an anti-skid grit surface or a smooth surface for non-pedestrian applications. The grit surface is available in different colors and specifications. On request panels can be supplied with a panel edge finisher Besides planks Bijl also creates... Full GRP composite bridges Bijl profielen - Universal and dependable In over thirty years, Bijl Profielen has grown into a renowned manufacturer of glass fiber reinforced polyester profiles and high-quality composite constructions. Our home market is The Netherlands, but that doesn t stop us from crossing the border because from our branch in Heijningen, we also serve customers throughout Europe. These customers are active in a wide range of market segments such as construction, manufacturing industry, energy engineering and sports & leisure. A healthy diversification and a highly stable customer base, as a result of which we are able to achieve organic growth year after year. We constantly invest in knowledge and technical (production) resources. However, we also attach great importance to personal contact and the transfer of knowledge, which is why we heavily invest in the relationship with our customers as well. We want to be your sparring partner and look for alternative, innovating solutions together with you. Taking it easy is out of the question, our specialists are always ready to advise and assist you. A practical, nononsense attitude of putting our shoulder to the wheel and going for it. Prompt actions, quality and maximum flexibility at a good price, that is what our customers want from us. We will always offer this with sustained passion and build on the knowledge and experience gained through the years. Because we want to keep going ahead, together with you.

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12 W.B. Bijl Profielen B.V. Markweg Zuid 34 NL-4794 SN Heijningen The Netherlands Tel.: +31 (0) Fax: +31 (0) Website: PL-ENG