Flush Doors are manufactured from selected hard wood timber with preservative treated and well seasoned. Due to more durable and highly dimensionally stable our products are used for interior and exterior purposes both. Not only our doors are structurally strong but also they act as good insulators against heat and sound. Flushdoors in West Delhi.
| Single Leaf | Double Leaf |
| 1905 mm x 700 mm | 1905 mm x 1100 mm |
| 1905 mm x 800 mm | 2005 mm x 1100 mm |
| 1905 mm x 900 mm | |
| 2005 mm x 700 mm | |
| 2005 mm x 800 mm | |
| 2005 mm x 900 mm |
| 25 mm | 30 mm | 35 mm |
| Serial No. | Test | Results |
| 1. | Dimension and Squareness | Width and height below +5mm / -5mm
nominal Thickness within a limit of +1 mm / -1 mm Squareness below 1 mm at 500 Length variation below 0.8 mm |
| 2. | General flatness test | Twist, cupping & warping below 6 mm |
| 3. | Local plainness test | Depth of deviation below 0.5 mm |
| 4. | Impact indentation test | Depth of indentation below 0.2 mm without cracking tearing and delamination. |
| 5. | Knife test | Excellent bond |
| 6. | Glue adhesion test | No delamination |
| Technical Specification (IS - 2202 (Part-1) : 1999) | |||
| Serial No. | Test | BIS Requirement | Observed Value |
| 1. | Dimension & Squareness Test | ||
| Height | H +5 / -5 mm | H +2 mm | |
| Width | W +5 / -5 mm | W +2 mm | |
| Thickness | Th. +1 / -1 mm | Th. 0.46 mm | |
| Squareness | 1 mm | 0.29 mm | |
| Thickness Variation | 0.8 mm Max. | 0.41 mm | |
| 2. | Workmanship And Finish (CL.9) | Satisfactory | Satisfactory |
| 3. | Stiles and Rails | Shall be made of one piece without any Joint | No. Joint Observed |
| 4. | General Flatness Test | ||
| Twist | 6 mm Max | 2.16 mm | |
| Cupping | 6 mm Max | 1.39 mm | |
| Warping | Warping | 1.12 mm | |
| 5. | Local Plainness Test | ||
| Depth of Deviation | 0.5 mm Max | 0.25 nn | |
| 6. | Impact Indentation Test | ||
| General Effect | Shall have no abnormal Defect | No. Abnormal Defect Seen | |
| Maximum Indentation | 0.2 mm Max. | 0.18 mm | |
| 7. | Flexure Test | ||
| Deflection at Max. Load | < Width / 15 mm | Within the Limit | |
| Residual Deflection | < Max. Deflection / 10 mm | Within the Limit | |
| 8. | Edge Loading Test | ||
| Deflection at Max. Load | 5 mm Max | 3.87 mm | |
| Residual Deflection | 0.5 mm Max | 0.35 mm | |
| Lateral buckling During Loading | 2 mm Max | 1.15 mm | |
| Residual Lateral Buckling after removal of Load | Shall be no Residual Lateral Buckling | No. Residual Lateral Buckling Observed | |
| 9. | Shock Resistance Test | ||
| When tested in accordance with 2.1 of IS 4020 (part-8) | Shall be no Visible Damage | No Visible Damage Seen | |
| When tested in accordance with 3.1 of IS 4020 (part-8) | Should with Stand without any significant Permanent Deformation and Deterioration | Should with Stand without any significant Permanent Deformation and Deterioration | |
| 10. | Buckling Test | ||
| General Effect | Shall have no abnormal Defect | No. Abnormal Defect Seen | |
| Deflection at Max. Load | 50 mm Max. | 44.86 mm | |
| Residual Deflection | 5 mm Max | 4.33 mm | |
| 11. | Slamming Test | Shall not have visible Damage | No Visible Damage Seen |
| 12. | Misuse Test | Shall not be any Permanent Deformation | No Permanent Deformation Observed |
| 13. | Varying Humidity Test | ||
| Visual Observation | Shall not be any visible warping twist or Delamination | No visible warping, twist or Delamination Seen | |
| Departure from General Plainness | 1 mm Max | 0.39 mm | |
| Recovery of the Original Size | 90% (Min) | 95% | |
| 14. | End Immersion Test | Shall have no Delamination | No Delamination |
| 15. | Knife Test | Min. Pass Standard | Pass Standard |
| 16. | Glue Adhesion Test | Shall be no Delamination Occurring in Glue lines | No Delamination Observed |
| 17. | Screw withdrawal Resistance Test | 1000 N min | 1724.30 N |
| Visual Observation | Shall be no Visible Damage at the Point of withdrawal | No visible damage at the Point of withdrawal | |
