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Chilean laurel (Laurelia sempervirens)
Family: Monimiaceae Common names: Chilean laurel, Huahuan, Lauel, Laurelia Distributed in: Chile (Latin America) Common uses: Boxes and crates, Brush backs & handles, Cabinetmaking, Flooring: commercial heavy traffic, Flooring: industrial heavy traffic, Food containers, Furniture, Joinery, Moldings, Plywood, Pulp/Paper products Environment profile: Rare Tree size: Trunk diameter is 100-150 cm
Colors: the heart isYellow, Yellow to golden-yellow to orangeand the sapwoodGreen/Grey, Yellow.The grain isWeak figure, the textureMediumand the lusterSlightly lustrous
Natural durability: Susceptible to attack from powder post (Lyctid & Bostrychid) beetles, Very durable Silica Content: High
Kiln Schedules: Kiln Drying Rate (in days) is fairly rapid Kiln Drying Rate: Naturally dries quickly Drying Defects: Slight twist/warp, Splitting Ease of Drying: Slowly Tree Identification: Bole/stem form is straight
Comments: General finishing qualities are rated as good Blunting Effect: High to severe Boring: Fairly difficult to very difficult
Carving: Fairly Difficult to Very Difficult
Cutting Resistance: Fairly Difficult to Very Difficult to saw Gluing: Easy to glue
Mortising: Fairly Difficult to Very Difficult
Moulding: Fairly Difficult to Very Difficult
Movement in Service: Fairly Difficult to Very Difficult
Nailing: Poor to Very Poor , Possible if prebored Planing: Very Good to Excellent Resistance to Impregnation: Sapwood is permeable Resistance to Splitting: Poor
Response to hand tools: Fairly Difficult to Difficult to Work Routing recessing: Fairly Difficult to Very Difficult
Steam bending: Moderate
Screwing: Easy to screw, Possible if prebored; Turning: Fairly Difficult to Very Difficult
Polishing: Satisfactory; Staining: Finish is generally satisfactory
;
Bending strength (MOR) = low Modulus of Elasticity (stiffness) = very low Max. crushing strength = low Density (dry weight) = 31-37 lbs/cu. ft. Max. crushing strength = medium Modulus of Elasticity (stiffness) = low Toughness-Hammer drop (Impact Strength) = very low Shrinkage, Tangential = moderate Shrinkage, Radial = small Bending strength (MOR) = medium Shrinkage, Radial = moderate Shearing strength (parallel to grain) = very low Shearing strength (parallel to grain) = medium Hardness (side grain) = very soft Hardness (side grain) = soft Density (dry weight) = 23-30 lbs/cu. ft. Shrinkage, Volumetric = small Shrinkage, Tangential = small Shrinkage, Tangential = large Shrinkage, Tangential = fairly large Shrinkage, Radial = large Shrinkage, Radial = fairly large Shearing strength (parallel to grain) = low Berni, C.A., Bolza, E., Christensen, F.J.,1979,South American Timbers - The Characteristics, Properties and Uses of 190,Species,C.S.I.R.O Div. Building ResearchBrown, W.H.,1978,Timbers of the World, No. 2 South America,TRADA, Red Booklet SeriesChilean Forestry News,1941,Propiedades Fisicas y Mecanicas de las Maderas Chilenas,Min. de Terras y Colonizacion Chile, Dept. de Bienes Nacionales (Seccion,Bosqye, 103ppClifford, N.,1953,Commercial Hardwoods - Their Characteristics Identification and,Utilization,Sir Isaac Pitman & Sons Ltd. LondonClifford, N.,1957,Timber Identification for the Builder and Architect,Leonard Hill (Books) LTD. LondonFarmer, R.H.,1972,Handbook of Hardwoods,HMSOForests Products Research Laboratory, U.K.,1956,A Handbook of Hardwoods,Forest Products Research Laboratory, Princes Risborough, Department of,Science and Industrial Research, Building Research EstablishmentGuyana Forest Department,1967,Recopilacion de Propiedadas mecanicas de Maderas Creciendo en,Chile,Inst. For. Chile Nota Tecnica,8Lavers, G.M.,1983,The Strength Properties of Timber (3rd ed. revised Moore G.L.,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Report (formerly Bulletin No.50)Patterson, D.,1988,Commercial Timbers of the World, 5th Edition,Gower Technical PressRecord, S.J., Hess, R.W.,1943,Timbers of the New World,Yale University PressRedding, L.W.,1971,Resistance of Timbers to Impregnation with Creosote,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Bulletin No.54 pp.43Takahashi, A.,1975,Compilation of data on the Mechanical Properties of Foreign Woods (Part 2,Central and South America,Shimane University, Japan, Research Report on Foreign Wood No.4Timber Development Association Ltd.,1955,World Timbers (3 Vols.,Timber Development Association Ltd.Timber Development Association,1948,Some New Timbers and Their Uses No. 34,Timber Development Association Limited, London [TRADA]Titmuss, F.H.,1965,Commercial Timbers of the World,Technical Press Ltd., London, 3rd editionWoods, R.P.,1949,Timbers of South America,TRADA, Red Booklet Series |
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