Thicknesses tolerances and weight of Large format Birch Hard Wood Film Face Plywood
|
Nominal thickness (mm) x plies |
Min. thickness (mm) |
Max. thickness (mm) |
Weight kg/m2 (MC 10 %) |
15 x 11 |
14.25 |
14.7 |
10.8 |
18 x 13 |
17.1 |
17.7 |
12.9 |
21 x 15 |
19.95 |
20.7 |
15.1 |
When first exposed to the prevailing weather conditions at Site and during the early uses of the boards, there is likely to be some localised swelling of the wood veneer caused by moisture pickup, which may leave impressions in the face of the concrete. To prevent this:
Film faced plywood sheets are very slippery; sliding panels may lead a whole stack to collapse. Remember, separate sheets must be moved manually by two persons. Panels must not be pulled or pushed on the floor or ground. Handling plywood requires general safety procedures and proper equipment. Handling should be kept to a minimum, and for speed and efficiency, mechanical handling devices should be used whenever possible. When taking a panel from a pack or a stack, it must be lifted, not pulled over the surface of the bottom panel, because any hard particle (sand or film particle) between panels can lead to damage of processed or coated surfaces.
Large format Film Face Plywood is made from natural Birch wood Veneers and is free from any toxic chemicals except resin. As is common knowledge, all wood products are susceptible to insects or termites and/or borers present in different climatic zones in the soil or buildings. It is recommended that the users are applying the coat of suitable chemicals or insecticides on all exposed surfaces of wood in addition to treatment of masonry foundations of the building where the Wood products are required to be use. Fipronil emulsified concentrate at about 3% is one such chemical and effective deterrent against insects and pests or termites in tropical climate zones. However, the application should be in accordance with manufacturers guidelines for effective results. Users own discretion in selection of appropriate chemical and its doses or frequency of such treatment is advised for satisfactory results in the light of experience gained over the period of time.
Typical number of reuses is likely to be in the range of 15-20 times, depending on the surface GSM of the film varying between 220 GSM to 660 GSM. However, this will vary according to many different factors including good site practice, the required concrete finish, the amount of care taken when compacting the concrete, handling and storage of panels, type and quality of release agent used on the panels before concreting. The experiences have shown more than 100 uses also when used in the formwork system, type and quality of release agent, good site practices and proper care in handling before and after concreting.
The number of times the plywood can be reused is only intended as an approximate guide. It does not imply any form of warranty. The actual number of reuses will depend on several factors other than the plywood.
LOAD RESISTANCE q [kN/m2] AND CORRESONDING DEFLECTION u [mm] VALUE FOR BIRCH FILM FACE PLYWOOD TO BE USED IN THE DESIGN OF CONCRETE FORMWORKS***
Load resistance for a uniformly distributed load on a continuous plate strip with three equal span lengths. Face grain parallel to span
Span | Nominal thickness (mm) |
||||||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
c/c | 9 | 12 | 15 | 18 | 21 | 24 | |||||||||||||||||
mm | q | u | q | u |
q |
u | q |
u | q |
u |
q |
u |
|||||||||||
100 | 123 | s |
0.3 | 166 | s | 0.3 | 193 |
s |
0.2 | 234 |
s |
0.2 |
263 |
s | 0.2 | 303 | s | 0.2 | |||||
150 | 82 | s |
0.8 | 111 | s | 0.6 | 129 |
s |
0.4 | 156 |
s |
0.4 | 176 |
s | 0.3 | 202 | s | 0.3 | |||||
200 | 61 | s |
1.6 | 83 | s | 1.1 | 97 |
s |
0.8 | 117 |
s |
0.7 | 132 |
s | 0.6 | 152 | s | 0.5 | |||||
250 | 46 | b |
2.7 | 67 | s | 2.0 | 77 |
s |
1.4 |
94 |
s |
1.1 | 105 |
s | 0.9 | 121 | s | 0.8 | |||||
300 | 32 | b |
3.7 | 51 | b | 3.0 | 64 |
s |
2.2 | 78 |
s |
1.8 | 88 |
s | 1.4 | 101 | s | 1.2 | |||||
350 | 24 | b |
5.0 | 38 | b | 4.0 | 55 |
b |
3.4 | 67 |
s |
2.6 | 75 |
s | 2.1 | 87 | s | 1.7 | |||||
400 | 18 | b |
6.4 | 29 | b | 5.0 | 42 |
b |
4.2 | 58 |
b |
3.7 | 66 |
s | 2.9 | 76 | s | 2.4 | |||||
500 | 12 | b |
9.8 | 18 | b | 7.6 | 27 |
b |
6.4 | 37 |
b |
5.5 | 49 |
b | 4.9 | 61 | s | 4.3 | |||||
600 | 8 | b |
13.9 | 13 | b | 10.8 | 19 |
b |
8.9 | 26 |
b |
7.7 | 34 |
b | 6.8 | 43 | b | 6.1 |
Short-term loading Service Class 3 kmod = 0.70 kdef = 0.40 γq= 1.2 γm = 1.3 q given in kN/m2 u given in mm grain direction of surface veneers |
Load resistance for a uniformly distributed load on a continuous plate strip with three equal span lengths. Face grain perpendicular to span
Span | Nominal thickness
(mm) |
||||||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
c/c | 9 | 12 | 15 | 18 | 21 | 24 | |||||||||||||||||
mm | q | u | q | u | q | u | q | u | q | u | q | u | |||||||||||
100 | 108 | s | 0.4 | 133 | s | 0.3 | 176 | s | 0.2 | 205 | s | 0.2 | 245 | s | 0.2 | 276 | s | 0.2 | |||||
150 | 72 | s | 1.1 | 89 | s | 0.7 | 118 | s | 0.5 | 137 | s | 0.4 | 163 | s | 0.4 | 184 | s | 0.3 | |||||
200 | 51 | b | 2.3 | 66 | s | 1.3 | 88 | s | 1.0 | 103 | s | 0.8 | 123 | s | 0.6 | 138 | s | 0.5 | |||||
250 | 33 | b | 3.4 | 53 | s | 2.4 | 71 | s | 2.4 | 98 | s | 1.3 | 98 | s | 1.0 | 111 | s | 0.9 | |||||
300 | 23 | b | 4.8 | 40 | b | 3.6 | 59 | s | 2.8 | 68 | s | 2.0 | 82 | s | 1.6 | 92 | s | 1.3 | |||||
350 | 17 | b | 6.4 | 29 | b | 4.7 | 45 | b | 3.8 | 59 | s | 3.0 | 70 | s | 2.4 | 79 | s | 1.9 | |||||
400 | 13 | b | 8.2 | 22 | b | 6.1 | 35 | b | 4.9 | 49 | b | 4.2 | 61 | s | 3.4 | 69 | s | 2.7 | |||||
500 | 8 | b | 12.7 | 14 | b | 9.2 | 22 | b | 9.2 | 32 | b | 6.2 | 43 | b | 5.4 | 55 | s | 4.8 | |||||
600 | 6 | b | 18.2 | 10 | b | 13.1 | 15 | b | 13.1 | 22 | b | 8.7 | 30 | b | 7.5 | 38 | b | 6.7 |
b = bending strength limitation
s = planar shear strength limitation
Short-term loading Service Class 3 kmod = 0.70 kdef = 0.40 γq= 1.2 γm = 1.3 q given in kN/m2 u given in mm grain direction of surface veneers |
*** Obtained from Handbook of Finnish Plywood covering Birch Plywood FFP (Page 54)
Eximcorp India Pvt Ltd, does not assume any responsibility or admits any liability whatsoever for the number of uses or re-uses or repetitions or damages to the sheets or concrete surface quality for reasons not attributable to manufacturing defects or for several other factors affecting the performance of the product. In the event of any occasional delamination in excess of the AQL (Acceptance Quality Level) of 3% established by the trade practices and also so declared by the seller hereby, the replacement of delaminated sheets or the surface area so observed shall me made expeditiously by the Seller or refund of value thereof as soon as possible without any further or other consequential or other losses.
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