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Pine - Redpine
Kiefer
pino silvestre |
Sapwood and heartwood differentiated
The heartwood is coloured, pinkish to pinkish brown – deep red brown knots and sometimes veins coloured by the resin
The sapwood is light coloured, yellowish, clearly delimited with a less pronounced veining
Presence of fine hardly visible resinous canals
Timber grain, in general, straight and rectilinear
The heartwood of the Scots pine is naturally resistant to attack by wood fungi and insects.
The sapwood is very subject to blueing and has little durability.
Impregnation of the sapwood is very easy, whereas for the heartwood this is very difficult.
It is possible to achieve class IV for sawn timbers of Scots pines by means of autoclave impregnation.
this is dependent on the source and the growth conditions
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Density at 15 % moisture content (kg/m3) |
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Majority of the timber |
Limit value according to source |
| Scots pine |
500 - 700 kg/m3 |
400 - 800 kg/m3 |
The retractability coefficient gives, as a percentage, the dimensional variation for a variation of one per cent of moisture content.
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Tangential coefficient of retractability
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Radial coefficient of retractability
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Unit volume coefficient of retractability
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(t) in % |
(r) in % |
(v) in % |
| Scots pine |
0.20 to 0.35 |
0.10 to 0.20 |
0.40 to 0.50 |
Longitudinal shrinkage can be considered as being neglible
This is the heat flow per m2 through one metre of thickness of the material, for a difference of one degree between the two faces of the material.
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Density
in kg/m3 |
Thermal conductivity
in W/m°C |
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350 to 500 |
0.12 |
| Scots pine |
500 to 600 |
0.15 |
The speed of propagation of sound in the timber at 15% moisture content
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Propagation of sound in m/sec |
| Scots pine |
longitudinally |
4,700 to 5,000 |
| transversally |
1,000 to 1,100 |
Classification of materials
M0 = incombustible
M1 = not flammable
M2 = burns with difficulty
M3 = average flammability
M4 = burns easily
M5 = highly inflammable
Scots pine:
thickness greater than / equal to 18 mm = class M3
thickness less than 18 mm = class M4
| MECHANICAL CHARACTERISTICS |
Visual classification:
ST - III: type of use - traditional framework
ST - II: type of use - industrial framework, truss
Timber at a moisture content of 12%
Strength properties:
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ST-III |
ST-II |
| Bending |
8.0 Mpa |
10.5 Mpa |
| Compression parallel |
8.0 Mpa |
9.0 Mpa |
| Tension parallel |
5.0 Mpa |
6.0 Mpa |
| Longitudinal shear |
0.8 Mpa |
1.1 Mpa |
| Perpendicular compression |
2.0 Mpa |
2.3 Mpa |
| Perpendicular tension |
0.15 Mpa |
0.15 Mpa |
Conventional deformation modulus:
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ST-III |
ST-II |
| Shear |
550 Mpa |
690 Mpa |
| Longitudinal, shear force included |
10,000 Mpa |
11,000 Mpa |
1 Mpa = 1 MegaPascal
1 Mpa = approx. 10 kg/cm² |
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