Wigwamply

Wigwam Club Plus

Wigwam Club Plus

Modern in appearance and robust in performance, Wigwam’s Club Plus Flush Doors are both side calibrated and also provide a high level of resistance against bug attacks, acoustic attenuation, and impact protection.

Available In

USPs and Features

Technical Specifications

SI. No. Tests Requirement as per IS:2202 (Pt-1): 1999 Results
1.
a). Dimensions, mm
Height ±5mm (nominal dimensions)
Width ±5mm (nominal dimensions)
Thickness ±1mm (nominal dimension)
Variation in the thickness between any two points - not more than 0.8mm
+2.5
0
0.10
0.78
b). Squareness, mm
Deviation not more than 1mm per 500 mm length
0.40
2.
General Flatness, mm
Twist, cupping and warping not greater than 6mm
1.2
3.
Local Plane-ness, mm
Depth of deviation not greater than 0.5mm
0.17
4.
End Immersion Test
No delamination
Conforms
5.
Glue Adhesion Test
No delamination
Conforms
6.
Knife Test
Minimum pass standard
Excellent
7.
Impact Indentation, mm
No cracking, tearing or delamination
Depth of indentation not greater than 0.2mm
Conforms 0.1
8.
Slamming
No visible damage after 50 drops
Conforms
9.
Flexure (deflection in mm)
Deflection at maximum load not greater than 1/30 length and
56.73
15 mins after loading 50kg
1/15 of width, whichever is less
3 mins after load removal
Residual deflection not greater than 1/10 maximum deflection
2.52
10.
Shock Resistance
Soft and Light Body Impact
Soft and Heavy Body Impact

No visible damage
No visible damaget

Conforms
Conforms
11.
Buckling (deflection in mm)
No deterioration
Conforms
After 5 mins. of 40kg loading
Initial deflection not greater than 50mm
54.85
15 mins. after load removal
Residual deformation after 15 minutes of unloading not greater than 5mm
11.15
12.
Edge Loading (deflection in mm)
After 15 mins. of 100kg loading
Deflection at max. load not greater than 5mm
2.26
3 mins after load removal
Residual deflection after removal of load not greater than 0.5 mm
2.16
Lateral Buckling
Not more than 2mm during loading
1.5
Residual Lateral Buckling
No residual lateral buckling after load remova
Conforms
13.
Screw withdrawal strength, N
Not less than 1000
Surface condition: no visible damage to the surface either by delamination or extra chipping off at the points of withdrawal
2148
Conforms
14.
Varying Humidity Test
No visible warping, twisting or delamination
Maximum departure from the general plane-ness not more than 1mm
Recovery - At least 90% of the change in dimension
Conforms
0.5
98.2
15.
Misuse
No permanent deformation of the fixing or any other part of the door set in hindering its normal working after test
Conforms

Technical Specifications

Grade

BWP/MR

Face

Okoume Face Veneer

Core

Eucalyptus

Length

+2~5 MM

Thickness Tolerance

+/-0.25 MM

Whether Calibrated

Both Side Calibrated

No. of Ply

19MM - 5 Layers, 25MM - 9 Layers

Edge Straightness

0.30%

Core Gap

NIL on Top Core

Swelling (24 Hrs)

4% ~ 6%

Moisture Resistant Test

Conforms to BWP Grade (IS 1659)

Species Used

Poplar/Okoume/Eucalyptus

Back

Okoume Face Veneer

Size of Plywood

2440 x 1220 mm

Width

+2~5 MM

Face Veneer Thickness

0.30 MM

Glue Used

Phenol Formaldehyde (PF)

Squareness

0.30%

Density

625 ~ 675 Kg/m3

Moisture Content

5% ~ 12%

Ply Overlap

NIL on Top Core

Swelling % (48 Hrs)

8% ~ 12%

Baton Layer

Poplar

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