evaluation of adhesives on
Transcription
evaluation of adhesives on
PERFORMANCE EVALUATION OF ADHESIVES ON ENGINEERED BAMBOO by Marina A. Alipon Forest Products Research and Development Institute (FPRDI), College, Laguna, Philippines SIGNIFICANCE • EXECUTIVE ORDER NO. 879 – May 10, 2010 government commitment – develop the bamboo industry – value chain approach for a market-driven products/business development. SIGNIFICANCE E -BAMBOO – binding together strips, slats, strands, particles with a suitable adhesives to form composite materials. used in variety of ways similar to solid wood products. can be designed to meet application specific requirements. Objectives of the Study • Evaluate the performance of adhesives on the properties of bamboos • Kawayan tinik • Giant bamboo Adhesives • PVAC • UF Preparation of Samples • Scraped the green outer skin of bamboo culm Cut the culms every 3m Sliced into strips Planed Preparation of Samples Sorted and matched Dried to 8 -10% MC Glued Pressed Properties tested Adhesives • PVAC commercially prepared Adhesive # 1 - PVA glue with 50%minimum solid content, water resistant properties meets the D3 Standard. Adhesive #1 • Emulsion Properties • % Solids 50 • Viscosity, 250C 8,000-13,000cps • Appearance/color white • pH 2.5-4.0 • Specific Gravity 1.08-1.10 • Storage Excellent Adhesive # 2 - wood working adhesive (D3) with low water resistance Adhesive #2 • Emulsion Properties • % Solids 54-56 • Viscosity, 250C 4,000-8,000cps • Appearance white opaque • pH 4-5 • Specific Gravity 1.08-1.10 • Storage Excellent Adhesive 3 Urea-formaldehyde resin designed for bonding interior grade hardwood plywood Glue # 3 • Specifications • % Solids • Viscosity 250C 49-51 • • • • • 1.190-1.210 7.6-8.0 Water 0.8% max 1 month SG at 250C pH Solvent Free formaldehyde Storage life 150-290cps Adhesives • UF adhesive # 3 Components Parts by weight UF 200 Catalyst 10 Industrial wheat flour 40 Water 50 Properties Evaluation Measures the suitability of the materials for various end-uses. moisture content bending (MOR, MOE) hardness shear (bond strength) delamination Delamination • Soak on water – 6 hrs. • Oven-dry – 18 hrs at 40 + 30C • Delamination – not more than 1/3 of the total length of the line Properties Testing ASTM D1037: 2012, D3499: 2005 Results • Static Bending • Modulus of Rupture (MOR) – measures the magnitude of load required to cause failure of the material. • Modulus of elasticity – measures the ability of the material to regain its original shape after the load is removed Table 1. Mean mechanical properties of Ebamboo with various adhesives. Species Adhesive Kawayan. tinik I Static Bending MOR MOE (MPa) (GPa) 132.6 15.1 II III I 98.2 79.0 96.9 13.5 10.2 14.3 II III 94.4 78.8 13.3 10.0 Giant bamboo Table 1. Mean mechanical properties of E-bamboo Species Adhesive Hardness RD Kawayan tinik Giant bamboo I (kN) 5.95 0.715 II III 5.05 3.95 0.710 0.642 I 6.06 0.648 II III 4.66 3.17 0.619 0.648 Table 1. Mean mechanical properties of E-bamboo Species K. tinik G. bam Adhesive Shear MC MPa (%) I 5.97 10.3 II 3.77 10.4 III 4.74 10.5 I 4.49 10.5 II 5.12 10.0 III 4.55 10.1 Table 1. Mean mechanical properties of E-bamboo Species Adhesive Shear RD TS K. tinik UF PVAc Dry (MPa) 3.34 4.39 Wet (MPa) 0.533 0.508 0.483 0.582 24 hrs (%) 3.23 4.22 G. bam UF PVAc 2.59 2.96 0.932 0.566 0.037 0.538 5.26 4.52 Table2. ANOVA on the effect of adhesives on properties of E-bamboo Source Kauyan tinik Model Error Corrected Total R2 CV (%) DF 2 6 8 MOR MS F-Value 2150 89.4 88 9 24.1** MOE MS F-Value 19.2 0.91 21.2** 88 7 Table2. ANOVA on the effect of adhesives on properties of E-bamboo SV D F Kawayan tinik Shear FValue MS FValue MS FValue 17.0** 3.03 13.8** 0.005 4.76ns 0.21 0.001 2 3.68 Error 6 0.22 Corrected Total 8 CV (%) Relative Density MS Model R2 Hardness 85 10 82 9 61 5 Table 2. ANOVA on the effect of adhesives on properties of E-bamboo Source Giant Bamboo Model Error Corrected Total R2 CV (%) DF 2 6 8 MOR MS F-Value 289.7 61.9 60 9 4.68ns MOE MS F-Value 14.9 0.77 19.3** 86 7 Table 2 . ANOVA on the effect of adhesives on properties of E-bamboo SV D F Giant Bamboo Shear MS Model 2 289.7 Error 6 Corrected Total 8 R2 CV (%) 61.9 60 9 Hardness FValue MS 4.7ns FValue Relative Density MS FValue 14.9 19.3** 0.0009 0.22ns 0.77 0.0039 86 7 6 9.8 Table 3. DMRT for properties of E-bamboo. Adhesive MOR MOE Shear Hard- Relative ness Density Kawayan tinik I 132.6a 15.1a 5.98a 5.95a 0.72a II 98.2b 13.5a 3.77b 5.05a 0.71a III 79.9b 10.2b 4.74c 3.95b 0.64a Table 3. DMRT for properties of E-bamboo Adhesive MOR MOE Shear . Hard- Relative ness Density Giant Bamboo 1 96.9a 14.3a 4.49a 6.06a 0.65a II 94.4a 13.3a 5.12a 4.66b 0.62a III 78.7a 10.0b 4.55a 3.17c 0.65a No delamination – meets the Philippine National Standard PNS 196:2000. • Total cost for gluing 200 x 1000 mm E-bamboo board/floor tiles Year 2013 Adhesive 1 = 75 Adhesive II = 24 Adhesive III = 15.60 Conclusion • Strength properties of E-bamboo glued with PVAc (Adhesive #1) are better than the other adhesives Adhesive #2 generally higher than Adhesive #3 Cost of adhesives UF (Adhesive #3) preferred Recommendation • Continuing search – on glue modification to lower the cost – Indigenous source of adhesives – Durability of E-bamboo with various types of adhesives ACKNOWLEDGEMENT • Products Research Forest and Development Institute (FPRDI)/Department of Science and Technology (DOST), College, Laguna, Philippines • Philippine National Research Council (NRCP)/DOST THANK YOU!