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Product Technical Details

BWR PLYWOOD (MAYUR)
Test Prescribed in IS: 303- 1993 : Glue Shear Strength (in dry state),Minimum Value for conformity : Avg. 1350 N Min. Ind. 1100 N,Observed Value : 1485 N 1220 N,Test Prescribed in IS: 303- 1993 : Glue Shear Strength (in wet state),Minimum Value for conformity : Avg. 1000N Min. Ind. 800N,Observed Value : 1215 N 980 N,Test Prescribed in IS: 303- 1993 : Resistance to micro-organisms,Minimum Value for conformity :Avg. 1000N Min. Ind. 800N,Observed Value : 1180 N 020 N,Test Prescribed in IS: 303- 1993:Moisture Content Test,Minimum Value for conformity : Not less than 5% Not more than 15%,Observed Value : 7.5%
M.R. PLYWOOD (MAYUR)
Test Prescribed in IS: 303- 1993: Glue Shear Strengt (in dry state),Minimum Value for conformity: Avg. 1000N Min. Ind. 800 N,Observed Value: 1180N 960 N. Test Prescribed in IS: 303- 1993:Glue Shear Strength (in wet state),Minimum Value for conformity: Avg. 800N Min. Ind.650,Observed Value: 920 N 740 N. Test Prescribed in IS: 303- 1993:Mycological Test,Minimum Value for conformity: Avg.800N Min.Ind.650N,Observed Value:890 N 708 N. Test Prescribed in IS: 303- 1993: Moisture Content,Minimum Value for conformity:Not less than 5% Not more than 15%,Observed Value: 10%.
MARINE PLYWOOD(MAYUR)
Test prescribed in IS: 710- 1976: Moisture Content Test,Minimum Value for conformity: Not less than 5% Not more than 15%,Observed Value: 9%. Test prescribed in IS: 710- 1976: Glue Shear Strength,Minimum Value for conformity: Min. Ind. 1100 N Avg. 1350 N,Observed Value: 1350 N 1550 N. Test prescribed in IS: 710- 1976: Adhesion of Plies,Minimum Value for conformity: Minimum Pass Standard,Observed Value: Excellent.Test prescribed in IS: 710- 1976: Glue Sheer Strength (after 72 hours boiling),Minimum Value for conformity: Min. 800 N Avg. 1000 N,Observed Value: 1150 N 1250 N. Test prescribed in IS: 710- 1976: Tensile Strength - Along the grain - Across the grain Sum of tensile strength,Minimum Value for conformity: 4200 N / sq. mm 2500 N/ sq. mm 8450 N/ sq. mm,Observed Value: 5500 N / sq. mm 3950 N/ sq. mm. Test prescribed in IS: 710- 1976: Static Bending strength,Observed Value: 9400 N/ sq. mm
SHUTTERING PLYWOOD
Test Prescribed in IS: 4990-1993: Moisture Content Test,Minimum Value for conformity: Not less than 5% Not more than 15%,Observed Value: 18.5%. Test Prescribed in IS: 4990-1993: Glue Shear Strength,Minimum Value for conformity: Min. Ind. 1100 N Avg. 1350 N Minimum Pass Standard,Observed Value: 1310 N 1520 N Excellent. Test Prescribed in IS: 4990-1993: Water Resistance Test (after 72 hours boiling) - Glue Shear Strength - Adhesion of Plies,Minimum Value for conformity: Min. 800 N Avg. 1000 N Minimum Pass Standard,Observed Value: 1060N 1280 N Excellent.Test Prescribed in IS: 4990-1993: Mycological Test - Glue Shear Strength,Minimum Value for conformity: Min. Ind. 800 N Avg. 1000 N,Observed Value: 1020 N 1210 N,Test Prescribed in IS: 4990-1993: Tensile Strength - Along the grain - Across the grain Sum of tensile strength,Minimum Value for conformity: 32.5 N/ sq. mm 22.5 N/ sq. mm 60.0 N / sq. mm,Observed Value: 46.5 N/ sq. mm 32.2 N/ sq. mm 84.7 N/ sq. mm,Test Prescribed in IS: 4990-1993: Static Bending strength Modulus of Elasticity - Along the grain - Across the grain,Minimum Value for conformity: 8000 N/ sq. mm 4000 N/ sq. mm,Observed Value: 9100 N/ sq. mm 4320 N/ sq. mm
FLEXI PLYWOOD
Thickness: 1.5 mm, 4 mm, 6 mm, 8 mm. Composition: Dipterocarpus species. Hot pressed with thermo-setting BWR Grade adhesive. Density: 0.75 gm/cc. Bending Radius: 360°. Direction of Flexibility: Cross Grain along width.
FIRE RETARDANT PLY.
Moisture Content Test: 10-12%. Glue Shear Strength: > 140 kg. Water Resistance Test: > 115 kg (when tested after 8 hours boiling). Mycological Test: > 120 kg. Adhesion of Plies (Kg): Excellent. Bending Strength: > 475 kg/cm2. Tensile Strength: > 650 kg/cm2. Flammability: > 40 min.* Flame penetration Test: > 35 min.* Rate of Burning: > 40 min.* Specific Gravity: 0.8 - 0.85 Hygroscopicity Kept at about 90% Relative Humidity for a fortnight: 12-14% Screw holding Strength: > 200 kg Nail Holding Strength: > 50 kg Retention of fire-retardant chemicals: 70-80 kg/m3
DECORATIVE PLYWOOD
Requirements:Open Splits,Specified Value as per IS: 1328- 1996: Not more than 150 mm length and 0.5 mm in width rectified with veneer insert bonded with synthetic resin adhesive,Compliance:O.K. Requirements: Torn grain, dead knots, dote, discolouration and sapwood,Specified Value as per IS: 1328- 1996: Free from such defects.Compliance:O.K. Requirements: Moisture content,Specified Value as per IS: 1328- 1996: >5, <15,Compliance: O.K.Requirements: Water Resistance test,Specified Value as per IS: 1328- 1996: No de- lamination or blister formation,Compliance: O.K.
BLOCK PLYWOOD
Dimensional Changes caused by Humidity: No de- lamination observed. Dimensional change within the specified limit, Water Resistance: No de- lamination observed. Adhesion of Plies: Excellent. Mycological Test: Satisfactory. Modulus of Rupture: 67 N /sq. mm. Modulus of Elasticity: 6025 N/ sq. mm
FLUSH DOOR (MAYUR)
Dimension and Squareness Test as per IS : 4020 (Part 2), 1998 - Within specified limits. General Flatness Test as per IS : 4020 (Part 3), 1998- Within specified limits. Local Planeness Test as per IS : 4020 (Part 4), 1998 - Within specified limits. Impact Indentation Test as per IS : 4020 (Part 5), 1998 : Within Specified limits. Flexure Test as per IS : 4020 (Part 6), 1998: Within specified limits. Edge Loading Test as per IS : 4020 (Part 7), 1998 - Within specified limits. Shock Resistance Test as per IS : 4020 (Part 8), 1998 - Within Specified limits. Buckling Test as per IS : 4020 (Part 9) 1998 - within Specified limits. Slamming Test as per IS: 4020 (Part 10) 1998 - found O.K. Misuse Test as per IS : 4020 (Part 11) 1998 - Satisfactory. Varying Humidity Test as per IS : 4020 (Part 12) 1998 - Within Specified limits. End Immersion Test as per IS : 4020 (Part 13) 1998 - No De-Lamination Found. Knife Test as per IS: 4020 (Part 14) 1998: Excellent. Glue Adhesion Test as per IS: 4020 (Part 15) 1998: No De-Lamination Found. Screw Withdraw as per IS: 4020 (Part 16) 1998- Within Specified limits.
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For construction of a building whether small or big, there are certain parameter which are required to be adhered to, to meet the proper designin

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For construction of a building whether small or big, there are certain parameter which are required to be adhered to, to meet the proper designin

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