Laurelia sempervirens (Chilean laurel)


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Scientific Name
Laurelia sempervirens

Trade Name
Chilean laurel

Family Name
Monimiaceae

Synonyms
Laurelia aromatica

Common Names
Chilean laurel, Huahuan, Lauel, Laurelia

Regions of Distribution
Latin America

Countries of Distribution  [VIEW MAP]
Chile

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

Environmental Profile

Abundant/Secure
Rare

Heartwood Color

Brown
Red
Yellow
Orange
Black
Purple
Pink
Green/grey
Purple
Yellow to golden-yellow to orange
Greenish to greyish
Brown

Sapwood Color

Green/Grey
Brown
Yellow
Different than heartwood
Color not distinct from heartwood

Grain

Straight
Even
Figure
Weak (figure)

 

Straight
Weak figure

Texture

Medium
Fine
Close
Coarse
Fine to medium
Medium
Fine

Luster

Low
Lustrous
Slightly lustrous

Natural Durability

Durable
Resistant to marine borers
Moderately durable
Very durable
Perishable
Non-durable
Non durable
Resistant to attack from marine borers
Susceptible to attack from powder post (Lyctid & Bostrychid) beetles
Perishable

Silica Content

High

Kiln Schedules

Drying (speed) is fast
Kiln Drying Rate (in days) is fairly rapid

Drying Defects

Distortion
Checking
Splitting
Moderate collapse and honeycombing
Moderate twist/warp
Moderate surface checking
Slight twist/warp
Slight surface checking

Ease of Drying

Fairly Easy
Rapidly
Slowly
Moderately Difficult to Difficult
Moderate
Easy
Difficult

Kiln Drying Rate

Naturally dries quickly
Naturally dries at a moderate speed
Fairly rapid (11-17 days for boards under 32 mm, to 31-51 days for boards greater than 63 mm)

Tree Identification

Bole/stem form is straight

Tree Size

Tree height is 20-30 m
Sapwood width is 0-5 cm
Bole length is 10-20 m
Tree height is 30-40 m
Trunk diameter is 100-150 cm

Comments
General finishing qualities are rated as good

Blunting Effect

High to severe
Blunting effect on machining is slight
Blunting effect on sawing dry wood is mild

Boring

Fairly difficult to very difficult

Carving

Fairly Difficult to Very Difficult

Cutting Resistance

Fairly Difficult to Very Difficult to saw
Cutting Resistance with dry wood is easy

Gluing

Easy to glue

Mortising

Fairly Difficult to Very Difficult

Moulding

Fairly Difficult to Very Difficult

Movement in Service

Large

Nailing

Poor to Very Poor Results
Easy to nail
Holds nails well
Difficult to nail
Possible if prebored

Planing

Fairly Difficult to Very Difficult
Very Good to Excellent Results
Fair to Good Results
Ease of planing is moderate

Resistance to Impregnation

Permeable sapwood
Permeable heartwood
Sapwood is permeable
Heartwood is moderately resistant

Resistance to Splitting

Poor

Response to Hand Tools

Fairly Difficult to Difficult to Work
Easy to machine

Routing & Recessing

Fairly Difficult to Very Difficult

Screwing

Easy to screw
Possible if prebored

Turning

Fairly Difficult to Very Difficult

Steam Bending

Moderate

Polishing

Satisfactory results

Staining

Finish is generally satisfactory

Strength Properties

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

Numerical Data

Item Green Dry English
Bending Strength 7071 11082 psi
Density 30 lbs/ft3
Hardness 657 lbs
Impact Strength 15 inches
Maximum Crushing Strength 2947 5044 psi
Shearing Strength 1546 psi
Stiffness 1153 1346 1000 psi
Weight 29 25 lbs/ft3
Radial Shrinkage 4 %
Tangential Shrinkage 8 %
Volumetric Shrinkage 8 %
Item Green Dry Metric
Bending Strength 497 779 kg/cm2
Density 480 kg/m3
Hardness 298 kg
Impact Strength 38 cm
Maximum Crushing Strength 207 354 kg/cm2
Shearing Strength 108 kg/cm2
Stiffness 81 94 1000 kg/cm2
Weight 464 400 kg/m3
Radial Shrinkage 4 %
Tangential Shrinkage 8 %

References
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 Research

Brown, W.H.,1978,Timbers of the World, No. 2 South America,TRADA, Red Booklet Series

Chilean Forestry News,1941,Propiedades Fisicas y Mecanicas de las Maderas Chilenas,Min. de Terras y Colonizacion Chile, Dept. de Bienes Nacionales (Seccion,Bosqye, 103pp

Clifford, N.,1953,Commercial Hardwoods – Their Characteristics Identification and,Utilization,Sir Isaac Pitman & Sons Ltd. London

Clifford, N.,1957,Timber Identification for the Builder and Architect,Leonard Hill (Books) LTD. London

Farmer, R.H.,1972,Handbook of Hardwoods,HMSO

Forests Products Research Laboratory, U.K.,1956,A Handbook of Hardwoods,Forest Products Research Laboratory, Princes Risborough, Department of,Science and Industrial Research, Building Research Establishment

Guyana Forest Department,1967,Recopilacion de Propiedadas mecanicas de Maderas Creciendo en,Chile,Inst. For. Chile Nota Tecnica,8

Lavers, 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 Press

Record, S.J., Hess, R.W.,1943,Timbers of the New World,Yale University Press

Redding, L.W.,1971,Resistance of Timbers to Impregnation with Creosote,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Bulletin No.54 pp.43

Takahashi, 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.4

Timber 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 edition

Woods, R.P.,1949,Timbers of South America,TRADA, Red Booklet Series