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Fornitori

Ditta 5
Indirizzo: via dei platani 4 liguria
Tel.: +39 456 5664 54

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Ditta 4
Indirizzo: via dei platani 4 liguria
Tel.: +39 456 5664 54

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Ditta 3
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Ditta 2
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Tel.: +39 456 5664 54

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Ditta 1
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Tel.: +39 456 5664 54

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Ditta 0
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Tel.: +39 456 5664 54

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Adjansi
Adjansi (Phyllanthus discoideus)

Family: Euphorbiaceae

Common names: Adjansi, Adzadze, An-saka, Apapaya, Ashasha, Asivin, Benchi, Benkyi, Brakassa, Common pheasant berry, Dantivi, Diom'bi, Dion konkon, Egossa red pear, Gewone fisantebessie, Isinkpi, Kamfua, Keri, Kongolo-tijoi, Konkona, Konkonga, Mukarara, Mussan-hue, Opepea, Otegu, Pepesea, Pepezia, Saga, Surunku gniegnie, Tijoi, Tusuandet, Umpunzito, Wa yiddi, Wovengaenga

Distributed in: Congo, Kenya, South Africa, Zaire (Africa)

Common uses: Boat building (general), Cabinetmaking, Carvings, Flooring: industrial heavy traffic, Fuelwood, Furniture, Heavy construction, Joinery, Light construction, Mine timbers, Piling, Plywood, Shingles, Toys, Turnery, Veneer

Colors: the heart isWhite to cream, Yellowand the sapwoodWell defined, Yellow.The grain isWavy, the textureMediumand the lusterMedium

Natural durability: Resistant to attack from termites (Isoptera), Susceptible to attack from powder post (Lyctid & Bostrychid) beetles

Drying Defects: Moderate end spitting

Tree Identification: Bole/stem form is straight

Comments: General finishing qualities are rated as satisfactory

Cutting Resistance: Cutting Resistance with green wood is easy

Nailing: Holds nails well

Planing: Planes well, to a good finish

Resistance to Splitting: Good

Response to hand tools: Easy to Work

Veneering qualities: Moderately easy to veneer, Suitable for peeling


Polishing: Very Good to Excellent;

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity
Density 769 kg/m3
Bending Strength 624 973 kg/cm2
Crushing Strength kg/cm2
Hardness 752 kg
Impact Strength cm
Shearing Strength kg/cm2
Stiffness 117 135 1000 kg/cm2
Tangential Shrinkage %
Radial Shrinkage 5 %
Weight 753 641 kg/m3
Maximum Load cm-kg/cm3
Toughness cm-kg
Static Bending kg/cm2
Item Green Dry English
Bending Strength 8884 13853 psi
Density 48 lbs/ft3
Hardness 1658 lbs
Stiffness 1665 1923 1000 psi
Weight 47 40 lbs/ft3
Radial Shrinkage 5 %
Tangential Shrinkage 9 %

Density (dry weight) = 46-52 lbs/cu. ft.
Density (dry weight) = 53-60 lbs/cu. ft
Modulus of Elasticity (stiffness) = medium
Density (dry weight) = 38-45 lbs/cu. ft.
Density (dry weight) = 67-75 lbs/cu.ft
Density (dry weight) = 61-67 lbs/cu. ft
Bending strength (MOR) = medium
Bending strength (MOR) = low
Shrinkage, Tangential = large
Shrinkage, Tangential = fairly large
Shrinkage, Radial = large
Shrinkage, Radial = fairly large
Hardness (side grain) = medium
Bending strength (MOR) = high

Banks, C.H., Schoeman, J.P., Otto, K.P.,1977,The Mechanical Properties of Timbers with particular reference to South,Africa,South African Forestry Research Institute Bulletin,(Ed.,Schoeman, J.P. 1973 & Otto K.P. 1976,No.48Bolza, E., Keating, W.G.,1972,African Timbers - the Properties, Uses and Characteristics of 700 Species,C.S.I.R.O. Div. of Building ResearchDale, I.R., Greenway, P.J.,1961,Kenya Trees and Shrubs,Buchanans Kenya Estates Ltd. Nairobi Hatchards LondonDalziel, J.M.,1937,The Useful Plants of West Tropical Africa,Crown Agents for the ColoniesEggeling, W.J.,1940,Indigenous Trees of Uganda,Govt. Printer Entebbe UgandaFrance - C.T.F.T./C.T.B.,1982,Guide pour le Choix des Essences Deroulables-pour la fabrication du,contreplaque,C.T.F.T./C.T.B. FranceKryn, J.M., Forbes, E.W.,1959,The Woods of Liberia,U.S.A. Department of Agriculture,Forest Products Laboratory, Madison,,Report No. 2159Palgrave, K.C.,1977,Trees of Southern Africa,Cape Town South AfricaScott, M.H.,1935,Weights of South African Growth Timbers,South African Department of Agriculture and Forestry Bulletin,No.145,Forest Products Institute, Forestry Series No.1Sim, T.R.,1921,Native Trees of South Africa,Union of South Africa Department of Mines and Industries Memoir No.3Takahashi, A.,1978,Compilation of Data on the Mechanical Properties of Foreign Woods (Part,III) Africa,Shimane University, Japan, Research Report on Foreign Wood No. 7Uganda Forestry Department,1954,Pilot tests of strength properties of some Ugandan grown timbers,Uganda Forest Department Timber leaflet No. 46Wimbush, S.H.,1950,Catalogue of Kenya Timbers,Govt. Printer Nairobi Kenya
*Come interpretare i dati (manleva su eventuali imprecisioni)