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Timber Technology And Utilization of Wood, Bamboo and Cane - Glossary of Terms

IS 707:2011 provides a comprehensive glossary of terms related to timber technology and the utilization of wood, bamboo, and cane. This standard is essential for professionals involved in forestry, wood processing, and manufacturing, offering clear definitions to ensure consistent understanding across the industry. It supports engineers, architects, and researchers in accurately interpreting technical language associated with wood-based materials and products.

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What This Standard Covers

IS 707:2011 provides a comprehensive glossary of terms related to timber technology and the utilization of wood, bamboo, and cane. This standard is essential for professionals involved in forestry, wood processing, and manufacturing, offering clear definitions to ensure consistent understanding across the industry. It supports engineers, architects, and researchers in accurately interpreting technical language associated with wood-based materials and products.

Who Uses This Standard

  • Forestry Engineers
  • Wood Processing Technologists
  • Civil Engineers
  • Architects
  • Furniture Designers
  • Quality Control Inspectors
  • Researchers in Wood Science

Key Topics Covered

Definitions of timber defects and characteristics
Types of wood-based panels and their components
Terminology related to bamboo and cane structures
Descriptions of wood pulp types and processing methods
Terms associated with wood machining and cutting tools
Moisture content and its effects on timber
Wood preservation and fire-retardant treatments
Classification of wood grain and texture
Measurement units and volumetric terms for timber
Descriptions of joints, adhesives, and bonding agents
Terminology for wood damage and insect activity
Types and properties of particle boards and plywood

Table of Contents

1Scope

IS 707: Scope Summary

  • Scope Exclusion: Botanical features and purely scientific terms are excluded.

  • Reference Standard:

    IS No.Title
    1708 (Parts 1 to 18) : 1986Methods of testing small timber specimens (second revision)
  • Key Definitions:

    • Forming (3.203): Refer to 3.202 (not detailed here).
    • Spread of Adhesive (3.430): Area covered by 0.5 kg of adhesive mix prepared as per manufacturer’s instructions.

Important Notes:

  • The scope mainly covers testing and evaluation methods for timber specimens.
  • Adhesive application is quantified by the spread area per 0.5 kg adhesive mix.
  • Always refer to the latest edition of IS 1708 for updated testing procedures.
flowchart LR
    A[IS 707 Scope] --> B[Excludes Botanical Features]
    A --> C[References IS 1708 (Timber Testing)]
    A --> D[Defines Forming (3.203)]
    A --> E[Defines Spread of Adhesive (3.430)]

This concise scope ensures focus on timber testing and adhesive application standards under IS 707.

2General Terms Related to Timber

IS 707: General Terms Related to Timber

IS 707 primarily serves as a glossary of terms for timber technology and forest product utilization. It does not provide formulas or tables but defines key terminology essential for understanding timber standards.

Key Definitions (Example):

  • Timber (Clause 3.473): Commercial wood, often in converted form.
  • Other terms include seasoning, knots, grain, sapwood, heartwood, etc., which are critical for timber quality assessment.

Important Specifications (from typical timber standards):

  • Moisture Content: Usually expressed as a percentage of dry weight.
  • Density: Mass per unit volume, often in kg/m³.
  • Modulus of Elasticity (E): Indicates stiffness, typically in N/mm².
  • Allowable Stress: Varies by species and grade.

Common Timber Properties Table (Indicative):

PropertyTypical RangeUnits
Density500 - 900kg/m³
Moisture Content12 - 15 (seasoned)%
Modulus of Elasticity8000 - 15000N/mm²
Allowable Bending Stress5 - 15N/mm²

flowchart LR
    A[Timber] --> B[Raw Wood]
    B --> C[Seasoned Timber]
    C --> D[Converted Timber (Planks, Beams)]
    D --> E[Structural Use]

For detailed formulas and tables on strength, seasoning, and grading, refer to IS 1708, IS 287, and IS 883. IS 707 is foundational for terminology only.

3Terms Related to Wood-Based Panels

IS 707 - Key Terms & Specifications for Wood-Based Panels

Definitions (Clause 3.504)

Wood-based panels include:

  • Plywood: Veneers bonded with organic binders under heat/pressure.
  • Blockboard: Core of softwood strips sandwiched between veneers.
  • Flush Door: Panels with a core (blockboard or particle board) faced with veneers.
  • LVL (Laminated Veneer Lumber): Veneers bonded with adhesive under heat/pressure.
  • Particle Board: Wood particles bonded with organic resin.
  • Fibreboard: Wood fibers bonded either inherently or with binders.

Manufacturing

  • Formed using heat and/or pressure.
  • Materials: solid wood, veneers, strands, particles, or fibers.
  • Bonding agents: organic binders or inherent bonding.

Reference Table for Testing (IS 1708)

IS No.Title
1708Methods of testing small timber specimens (Parts 1 to 18)

Important Notes:

  • Thickness and density vary by panel type.
  • Bond strength, moisture content, and dimensional stability are key properties.
  • Refer IS 1708 for detailed test methods.
flowchart LR
A[Wood-Based Panels] --> B[Plywood]
A --> C[Blockboard]
A --> D[Flush Door]
A --> E[LVL]
A --> F[Particle Board]
A --> G[Fibreboard]
B & C & D & E & F & G --> H[Manufactured with heat/pressure]
H --> I[Bonding agents: Organic binders or inherent]

For detailed mechanical properties and testing, refer to IS 1708 (Parts 1-18).

4Definitions Pertaining to Bamboo and Cane

IS 707: Definitions Pertaining to Bamboo and Cane

IS 707 (2011) primarily serves as a glossary of terms related to timber, bamboo, and cane, focusing on anatomy and utilization. It does not provide design formulas but standardizes terminology essential for structural and utilization purposes.

Key Definitions (Summary)

  • Bamboo: A woody grass with hollow cylindrical stems (culms), segmented by nodes.
  • Culm: The main stem of bamboo, consisting of internodes (hollow sections) and nodes (solid joints).
  • Rattan (Cane): Climbing palms with solid, flexible stems used in furniture and handicrafts.
  • Internode: The hollow section between two nodes in bamboo.
  • Node: The solid joint in bamboo providing strength and flexibility.
  • Anatomy: Bamboo has vascular bundles embedded in a parenchymatous matrix, unlike wood which has growth rings.

Typical Properties (from general knowledge)

ParameterBambooCane (Rattan)
StructureHollow, segmented culmSolid, flexible stem
StrengthHigh tensile strength (~370 MPa)Moderate strength
Density600-800 kg/m³500-700 kg/m³
UtilizationConstruction, scaffolding, furnitureFurniture, baskets, handicrafts

Visual: Bamboo Anatomy

graph LR
    A[Culm] --> B[Node]
    A --> C[Internode]
    C --> D[Hollow Section]
    B --> E[Solid Joint]

Note: For structural design, refer to IS 15978 (Bamboo Structures) for strength and design formulas. IS 707 is a terminology reference only.

5Wood Pulp and Fiber Terminology

IS 707 - Wood Pulp and Fiber Terminology: Key Points

  • Pulp (Clause 3.363): Fibrous material from wood, lignocellulosic materials, or waste paper, processed mechanically or chemically for paper/paperboard manufacture. Includes knot, reject, and fluff pulp.

  • Pulp from Non-Wood Fibers (Clause 3.363.7): Pulp (except dissolving grades) from non-wood fibrous lignocellulosic materials. Can be bleached or unbleached.

  • Sulphate and Soda Pulp (Clause 3.363.4): Wood pulp from coniferous/non-coniferous wood chips cooked chemically:

    • Soda pulp: Sodium hydroxide cooking liquor.
    • Sulphate pulp (Kraft): Sodium hydroxide + sodium sulphide.
    • May be unbleached, partly bleached, or bleached.
  • Dissolving Pulp (Clause 3.363.6.1): Special pulp from wood for chemical processing (e.g., viscose).


Typical Chemical Cooking Process Summary

Pulp TypeCooking ChemicalsWood TypeBleaching Status
Soda PulpNaOHConiferous/Non-coniferousUnbleached/Partly/Bleached
Sulphate (Kraft)NaOH + Na2SConiferous/Non-coniferousUnbleached/Partly/Bleached
Dissolving PulpSpecialized chemical treatmentsConiferous/Non-coniferousUsually bleached

Conceptual Flow of Pulp Production

flowchart LR
    Wood/WastePaper -->|Mechanical/Chemical| Pulp
    Pulp -->|Cooking with NaOH| SodaPulp
    Pulp -->|Cooking with NaOH + Na2S| SulphatePulp
    Pulp -->|Special Treatment| DissolvingPulp
    SodaPulp --> Bleaching{Bleached?}
    SulphatePulp --> Bleaching
    DissolvingPulp --> Bleaching

This summary aligns with IS 707 terminology and classification for wood pulp and fiber types.

6Machining and Cutting Terminology

IS 707: Machining and Cutting Terminology Key Points

  • Cutting Speed (V):
    Speed at which timber is cut, usually in m/min or m/s.
    ( V = \pi \times D \times N / 1000 )
    where:

    • (D) = Diameter of cutter head (mm)
    • (N) = Cutter head speed (rpm)
  • Cutter Head Speed (N):
    Revolutions per minute of the cutter head.

  • Feed Rate (F):
    Rate at which timber passes through the machine, in mm/s.

  • Cutting Angle (α):
    Angle between cutter face and line from cutting edge to block center, affecting chip formation and surface finish.


Typical Relationships:

ParameterUnitDescription
Cutting Speed (V)m/minDetermines cutting efficiency
Cutter Head Speed (N)rpmRotational speed of cutter head
Feed Rate (F)mm/sMaterial feed rate
Cutting Angle (α)degreesInfluences cutting force & finish

flowchart LR
    A[Cutter Head Speed (N) rpm] --> B[Cutting Speed (V) m/min]
    B --> C[Material Removal]
    D[Feed Rate (F) mm/s] --> C
    E[Cutting Angle (α) degrees] --> C

These parameters govern machining efficiency, surface finish, and tool life as per IS 707.

7Moisture Content and Physical Properties

IS 707 Key Moisture Content and Physical Properties

  • Moisture Content (MC)
    [ MC (%) = \frac{(W_{wet} - W_{dry})}{W_{dry}} \times 100 ]
    Where:
    (W_{wet}) = mass of wood sample at testing
    (W_{dry}) = oven-dry mass of the wood sample

  • Equilibrium Moisture Content (EMC)

    • The moisture level wood attains in a constant temperature and humidity environment.
    • Varies with relative humidity and temperature (typically 8-16% for indoor conditions).
  • Moisture Gradient

    • Variation in moisture content from outer to inner layers of timber, affecting shrinkage and strength.
  • Fibre Saturation Point (FSP)

    • Moisture content (~25-30%) where cell walls are saturated but no free water exists.
    • Above FSP, physical properties (strength, shrinkage) remain nearly constant.

Typical EMC vs Relative Humidity (RH) Table (Approximate)

RH (%)EMC (%)
306
509
6512
8516
9520

flowchart LR
    A[Wood Sample] --> B{Measure Mass}
    B -->|Wet Mass| C[W_wet]
    B -->|Oven Dry| D[W_dry]
    C & D --> E[Calculate MC %]
    E --> F{Compare to FSP (~30%)}
    F -->|Above| G[No change in strength/shrinkage]
    F -->|Below| H[Properties vary with MC]

Summary: Moisture content critically influences timber's physical behavior. Use oven-dry method for MC, consider EMC for environmental effects, and recognize FSP as a key threshold for property changes.

8Wood Defects and Damage

Wood Defects and Damage (IS 707 Highlights)

  • Definition (Clause 3.136):
    Defect = Any abnormality reducing wood's strength, appearance, or usability.

  • Common Defects (Clause 3.105):

    • Compression Failure: Buckling or crinkling of fibers due to overstress in compression (e.g., during growth or rough handling).
  • Durability (Clause 3.158):
    Resistance to natural decay agents like fungi and insects.


Key Specifications & References

IS No.Title
IS 1708Methods of testing small timber specimens (Parts 1-18)

Important Notes:

  • Visual defects like wrinkles, cracks, knots reduce strength; always inspect timber before use.
  • Use IS 1708 for standardized testing of timber quality and defect evaluation.
  • Durability varies by species (e.g., Sal is known for good durability).

Basic Formula for Strength Reduction Due to Defects:

[ f_{d} = f_{c} \times (1 - k_d) ]

  • ( f_{d} ) = design strength with defects
  • ( f_{c} ) = characteristic strength without defects
  • ( k_d ) = defect factor (depends on defect severity/type)

flowchart LR
    A[Wood] --> B{Defects?}
    B -- Yes --> C[Strength Reduction]
    B -- No --> D[Full Strength]
    C --> E[Evaluate Defect Type]
    E --> F[Compression Failure]
    E --> G[Knots, Cracks]
    F & G --> H[Apply Strength Reduction Factor]
    H --> I[Design Strength]

Summary: Always assess wood visually and by IS 1708 tests; apply strength reduction factors for defects to ensure safety.

9Adhesives and Bonding Agents

IS 707 - Adhesives and Bonding Agents: Key Points

  • Adhesive Definition (3.2): Substance that holds materials together by surface attachment.

  • Bond (3.44): Adhesion between two wood surfaces.

  • Closed Contact Adhesive (3.92): Non-gap-filling adhesive for joints with surfaces brought into close contact, ensuring glue line ≤ 0.12 mm.

  • Spread of Adhesive (3.430): Area covered by 0.5 kg of adhesive mix as per manufacturer's instructions.


Typical Specifications & Formulas:

PropertyValue/Description
Glue Line Thickness≤ 0.12 mm (for closed contact adhesives)
Adhesive SpreadArea covered by 0.5 kg adhesive mix (m²)

Practical Notes:

  • Use adequate pressure to ensure closed contact and minimal glue line thickness.
  • Follow manufacturer’s mix ratios for adhesive preparation.
  • Adhesive spread helps estimate quantity needed per unit surface.

flowchart LR
    A[Prepare Adhesive Mix] --> B[Apply 0.5 kg on Surface]
    B --> C[Measure Spread Area (m²)]
    C --> D[Ensure Glue Line ≤ 0.12 mm]
    D --> E[Apply Pressure for Closed Contact Bond]
    E --> F[Achieve Strong Bond]

This ensures optimal bonding per IS 707 guidelines.

10Measurement and Volume Terms

IS 707: Measurement and Volume Terms for Timber

  • Volume, Void (Clause 3.494):
    Space within wood not occupied by wood substance (e.g., pores, cracks).

  • Timber Ton (Clause 3.474):
    A volumetric unit used in timber trade:
    [ \boxed{ 1 \text{ Timber Ton} = 1.42 , m^3 \text{ of timber} } ]

  • Lumber (Clause 3.287):
    Timber that has been converted (sawn, hewn, or otherwise processed).


Key Specifications Summary

TermDefinitionUnit/Value
Volume, VoidSpace unoccupied by wood substance-
Timber TonVolumetric measure of timber1 Timber Ton = 1.42 m³
LumberConverted timber-

Practical Use

  • Use Timber Ton to estimate timber volume for trade and inventory.
  • Account for void volume when calculating net wood volume or density.
flowchart LR
    A[Raw Timber] --> B[Converted Timber (Lumber)]
    A --> C[Volume = Solid Wood + Void]
    C --> D[Void Volume (3.494)]
    B --> E[Measured in Timber Tons (1.42 m³)]

This helps visualize timber processing and volume measurement.

11Preservation and Fire Retardant Terms

IS 707: Preservation and Fire Retardant Terms

Key Definitions (Clauses 3.194, 3.195, 3.359, 3.360)

  • Flame Retardant: Substance added to plywood to reduce flame spread rate and penetration.
  • Fire Proofing: Processing/treatment to impart fire-retardant properties.
  • Preservative: Chemical applied to timber/plywood to resist fungi, termites, insects, marine borers.
  • Preservation: Chemical treatment enhancing timber durability.

Important Specifications:

  • Flame Retardant Treatment: Should reduce flame spread rate significantly; often involves additives like ammonium phosphate or borates.
  • Preservative Treatment: Methods include pressure impregnation or surface coating with chemicals like copper chrome arsenate (CCA), creosote, or borates.

Typical Fire Retardant Effectiveness (Qualitative):

PropertyUntreated PlywoodFlame Retardant Treated
Flame Spread RateHighReduced
Ignition TimeShortIncreased
Smoke GenerationHighLower

Preservation Treatment Methods:

  • Pressure Treatment: Deep chemical penetration.
  • Surface Treatment: Coating or dipping for moderate protection.

flowchart LR
    A[Treatment] --> B[Preservation]
    A --> C[Fire Retardant]
    B --> D[Resistance to fungi, termites, borers]
    C --> E[Reduced flame spread & penetration]

For detailed chemical dosages and treatment durations, refer to IS 307 (for preservatives) and IS 550 (for fire-retardant plywood).

12Miscellaneous Terms

IS 707 primarily serves as a glossary of terms related to timber technology and forest products utilization. It does not provide formulas or tables but defines terminology essential for understanding timber engineering.

Key Points on Miscellaneous Terms (from IS 707):

  • It defines common terms used in timber, bamboo, and cane technology.
  • The standard is updated in phases to include new terms across various aspects of timber utilization.
  • Example:
    • 3.203 Forming — refers to shaping timber products (see related term 3.202).

Important Notes for Structural Engineers:

  • Use IS 707 to clarify terminology before applying design codes like IS 875 (Loads), IS 456 (Concrete), or IS 883 (Timber structures).
  • For timber design, refer to IS 883 and IS 401 for formulas on strength, load, and design parameters.
  • Typical timber strength values and factors are tabulated in IS 883, not IS 707.

Summary Table (Example of Timber Terms):

TermDefinitionReference Clause
FormingShaping timber products3.203
SeasoningDrying timber to reduce moisture(Defined elsewhere)

For design formulas and properties, consult IS 883 or IS 401. IS 707 is strictly a terminology reference.

Popular Questions About IS 707

?What are the standard definitions of common timber defects according to IS 707?

According to IS 707 (2011), the standard definition of a timber defect is:

Defect (Clause 3.136):
An abnormality or irregularity in wood which lowers its technical quality or commercial value by decreasing its strength and adversely affecting its use, appearance, or further conversion.

Common timber defects typically include:

  • Knots: Portions of branches embedded in the wood, affecting strength.
  • Shakes: Cracks along the grain caused by growth stresses.
  • Checks: Surface cracks due to drying shrinkage.
  • Splits: Cracks extending through the wood thickness.
  • Wane: Bark or absence of wood on the edge or corner.
  • Decay: Fungal degradation reducing strength.
  • Insect damage: Holes or tunnels weakening the timber.

These defects reduce timber's mechanical performance and aesthetic value, critical for structural and finishing applications.

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For detailed classifications and limits, refer to IS 1708 for testing methods.

?How does IS 707 define different types of wood-based panels?

IS 707 defines wood-based panels as engineered products made from wood in various forms—solid wood, veneers, strands, particles, or fibres—bonded with organic or inherent binders, often under heat/pressure.

Types of Wood-Based Panels per IS 707:

  • Plywood: Thin wood veneers glued with organic binders.
  • Blockboard: Core of wooden strips bonded between veneers.
  • Flush Door: Solid or hollow core panels with laminated surfaces.
  • LVL (Laminated Veneer Lumber): Veneers bonded under heat/pressure in parallel alignment.
  • Particle Board (Clause 3.507): Panels made from wood particles bonded with organic resin.
  • Fibreboard: Made from wood fibres; bonding can be inherent or with added binders.
  • Cement Bonded Panels (Clause 3.76): Wood particles bonded with cement and additives.

These panels vary by raw material form and bonding method, tailored for specific structural or decorative uses.

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?What terminology does the standard provide for bamboo and cane materials?

IS 707: Terminology for Bamboo and Cane Materials

IS 707 (2011) provides a comprehensive glossary of terms specifically for timber, bamboo, and cane, focusing on their anatomy and utilization. Key points include:

  • Bamboo Terms: Definitions cover structural parts like culm (the bamboo stem), nodes (solid joints), internodes (hollow segments between nodes), and sheath (protective covering).
  • Cane Terms: Definitions include rattan (climbing palms used as cane), cane stem, and related anatomical features.
  • The revision adds new terms and updates existing ones to reflect current usage in technology and utilization.

This glossary ensures uniform understanding for engineers, architects, and technologists handling bamboo and cane in construction or manufacturing.

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For detailed definitions, refer to the full IS 707 glossary section.

?Which terms describe the moisture content and its impact on timber?

Key Terms on Moisture Content in Timber (IS 707):

  • Green Timber (3.219): Timber freshly felled with moisture content above fibre saturation point; contains free water in cell cavities.

  • Moisture Content (3.304):
    [ \text{Moisture Content (%)} = \frac{\text{Mass of water}}{\text{Oven-dry mass}} \times 100 ]

  • Fibre Saturation Point (3.187): The moisture level where all free water is gone, but cell walls remain saturated. Above this point, timber's strength and shrinkage do not vary significantly.

  • Equilibrium Moisture Content (3.174): The moisture content timber attains when exposed to constant temperature and humidity; critical for dimensional stability.


Impact on Timber Properties:

  • Above fibre saturation point: strength and shrinkage remain almost constant.
  • Below fibre saturation point: strength increases and shrinkage occurs as moisture decreases.
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This explains moisture's role in timber behavior per IS 707.

?How are adhesives and bonding agents classified in this glossary?

According to IS 707 Glossary:

  • Adhesive (3.2): A substance that holds materials together by surface attachment.

  • Bonding (3.45): The process of uniting wood or veneers using adhesives, ensuring continuous union over the entire contact area.

  • Gap Filling Adhesive (3.210): Adhesive designed for joints where surfaces are not in close contact due to pressure application limits or machining inaccuracies.

  • Binder (3.33): Organic material used to bind timber members.

Summary Table

TermDefinition
AdhesiveSubstance for surface attachment
BondingProcess of uniting wood with adhesive over full contact area
Gap Filling AdhesiveAdhesive for imperfectly fitting surfaces
BinderOrganic binding material for timber

This classification helps select appropriate adhesives based on joint conditions and material compatibility.

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