innovative wood polymer composite - fissac...
TRANSCRIPT
FOSTERING INDUSTRIAL SYMBIOSIS FOR A SUSTAINABLE RESOURCE INTENSIVE INDUSTRY ACROSS THE EXTENDED CONSTRUCTION VALUE CHAIN
This project has received funding from the European Union’s Horizon 2020 research and innovation programme under grant agreement N° 642154.
Innovative Wood Polymer Composite
Specialist Building Products Ltd / Ecodek
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What are Wood Polymer Composites
Building materials that incorporate:
• Wood✓structural strength
• Polymer ✓low maintenance
✓greater resistance to moisture,
✓algae, etc
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Manufacture Process
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Aim
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FISSAC – Identification of suitable materials
Rubber tyre waste
Film waste
Household waste
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FISSAC – Identification of suitable materials
Process Name/Operation
Description
Machine,
DeviceJIG,
Toolsfor
MFG.
METHODS
ReactionPlan
Product/ Process/
Specification/ Tolerance
Evaluation/ Measureme
nt Technique
SAMPLE
ControlMethod
Number of
samplesFREQ.
Delivery Inspection
(HDPE)
N/ARaw Material
Inspection
Visual/ Warehouse Operative
N/AEVERY
DELIVERY
Spread Sheet-Goods
In
Contact Production Manager
N/AStandard
CoCcomparison
CoC/ QC Engineer
N/AEVERY
DELIVERYCoC
FolderContact Supplier
HDPE Analysis
MFIRange: 0.25-0.66 g/10min
MFI/ QC Engineer
2EVERY BATCH
Incoming
Inspection Data Sheet
Contact Production Manager
DSC
˃4 minOIT, 200°C/ QC Engineer
2EVERY BATCH
Incoming
Inspection Data Sheet
Contact Production Manager
<4 %PP Content/ QC Engineer
2EVERY BATCH
Incoming
Inspection Data Sheet
Contact Production Manager
FTIR Comparison
Graph comparison
/ QC Engineer
2EVERY BATCH
Incoming
Inspection Data Sheet
Contact Production Manager
Property Test method CladdingPhysicalcharacteristics
Linear mass EN 15534-1, 6.5 1.51 kg/mDimensions EN 15534-1,
6.6.26 x 178
mmDeviation from straightness EN 15534-1,
6.6.30.40 mm
Cupping EN 15534-1,6.6.4
>1 mm
Mechanicalcharacteristics
Falling mass impact resistance EN 15534-1,7.1.2.1.(EN 477:1995)
Broken
Ultimate Tensile Stregth (UTS) EN 15534-1, 7.2(EN ISO 527-2)
Ongoing
Elastic Modulus (MOE) EN 15534-1,Annex A(EN 310:1993)
11.04 GPa
Maximum Stress (MOR) EN 15534-1,Annex A(EN 310:1993)
41.03 MPa
Deflection at 250N EN 15534-1,Annex A(EN 310:1993)
1.05 mm
Slip Resistance CEN/TS 15676 N/ADurability of products against ageing and moisture
Moistureresistanceundercyclic testconditions
EN 15534-1,8.3.2(EN 321:2001)
1.07 mm
Swellingand waterabsorption
EN 15534-1,8.3.1(EN 317)
T= 10.52%W= 0%L=0%
Weight= 3.38%
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Validation
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Case study - UK
DECKING
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Case study - UK
CLADDING
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Case study - UK
FENCING
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Case study - SPAIN
DECKING
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Case study - SPAIN
CLADDING
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Case study - SPAIN
FENCING
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Verification
Constant verification of the case studies in terms of :
• Colour
• Dimensional stability
• Strength
• Chemical stability
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Additional products
Thank you very much!