IS 10 Part 21996AI Search Enabled✦ AI Generated

Plywood Tea Chests: Part-2 Plywood

IS 10 (Part 2): 1996 specifies the requirements for plywood used in manufacturing tea chests, focusing on quality, material selection, preservative treatment, and testing methods. It applies to manufacturers, quality controllers, and engineers involved in producing plywood panels that meet durability, dimensional, and strength standards suitable for tea storage and transport.

16Sections
82Clauses Indexed
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1996Edition
TimberCategory
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What This Standard Covers

IS 10 (Part 2): 1996 specifies the requirements for plywood used in manufacturing tea chests, focusing on quality, material selection, preservative treatment, and testing methods. It applies to manufacturers, quality controllers, and engineers involved in producing plywood panels that meet durability, dimensional, and strength standards suitable for tea storage and transport.

Who Uses This Standard

  • Plywood Manufacturers
  • Quality Control Engineers
  • Tea Packaging Engineers
  • Wood Preservation Specialists
  • Material Testing Laboratories
  • Procurement Managers in Tea Industry
  • Standards Compliance Officers

Key Topics Covered

Timber species suitable for tea-chest plywood
Preservative treatment methods for plywood
Plywood panel dimensions and tolerances
Moisture content requirements
Glue shear strength testing
Water resistance testing procedures
Sampling and conformity criteria
Defect allowances in plywood panels
Marking and certification requirements
Veneer preparation and grain orientation
Packing and delivery conditions
Quality reporting and documentation

Table of Contents

1Scope

IS 10 Part 2: Scope Summary

  • Scope: Specifies requirements for wrought steel tubes used in structural applications.
  • Definitions: Refer to IS 707:1976 for terms related to steel tubes.
  • Rounding off: Follow IS 2:1960 for rounding test or calculation results, retaining the same significant figures as specified values.
  • Visual & Dimensional Requirements: Covered under Clause 3.1, ensuring tubes meet prescribed tolerances and surface quality.

Key Points:

AspectSpecification
MaterialWrought steel tubes
Standards ReferencedIS 707:1976 (Definitions), IS 2:1960 (Rounding)
Dimensional TolerancesAs per Clause 3.1 (Visual & Dimensional Req.)
Test Result RoundingRound off per IS 2:1960 rules

Rounding Rule (IS 2:1960)

  • Round off to same decimal places as the specified value.
  • Example: If specified value = 12.3, round test result to 1 decimal place.
flowchart LR
    A[Test/Analysis Result] --> B[Rounding per IS 2:1960]
    B --> C[Compare with Specified Value]
    C --> D[Compliance Decision]

This ensures consistent and standardized evaluation of test results.

2Referenced Indian Standards

IS 10 (Part 2): Referenced Indian Standards - Key Highlights

This part of IS 10 refers to several essential Indian Standards (IS) related to timber and plywood testing, preservation, and terminology. These standards complement IS 10 for comprehensive timber technology and utilization.

Important Referenced IS Standards (Annex A):

IS No.Title
IS 707:1976Glossary of terms applicable to timber technology and utilization (2nd revision)
IS 1734 (Part 1):1983Method of test for plywood - Determination of density and moisture content (2nd revision)
IS 2753 (Part 4):1983Determination of glue shear strength (2nd revision)
IS 4905:1968Methods for estimation of preservatives in treated timber and treating solutions: Part 1 - Determination of copper, arsenic, chromium, zinc, boron, creosote, and fuel oil (1st revision)
Random SamplingMethod of random sampling for quality control

Key Notes:

  • IS 707 provides standard terminology essential for understanding timber-related specifications.
  • IS 1734 defines test methods for plywood physical properties like density and moisture.
  • IS 2753 covers glue shear strength tests critical for plywood bonding quality.
  • IS 4905 specifies chemical analysis methods for timber preservatives.
  • These referenced standards ensure uniformity in testing, quality control, and terminology.

Summary Table of Key Tests:

Test ParameterIS ReferencePurpose
Density & MoistureIS 1734 (Part 1)Physical property evaluation
Glue Shear StrengthIS 2753 (Part 4)Bond strength of plywood
Preservative ContentIS 4905Chemical analysis of timber treatment
TerminologyIS 707Standard definitions and terms

This suite of IS codes ensures plywood and timber products meet quality, safety, and performance standards under IS 10 (Part 2).

3Definitions

IS 10 Part 2: Definitions Summary

  • Reference Standard: Definitions are as per IS 707:1976 (Steel Tubes for Structural Purposes).
  • Rounding Off: Follow IS 2:1960 for rounding numerical values:
    • Round final test/analysis values to the same number of significant figures as specified.
  • Visual & Dimensional Requirements: Clause 3.1 (D-3.1) covers these but refers back to IS 707 for detailed definitions.

Key Points:

AspectSpecification
Definitions SourceIS 707:1976
Rounding OffIS 2:1960 (Rules for rounding)
Visual/Dimensional Req.Clause 3.1 (Refer IS 707 for details)

Rounding Off Rule (IS 2:1960) Example:

  • If specified value = 12.3 (3 significant digits), measured = 12.3456 → round to 12.3
  • If specified value = 0.056 (2 significant digits), measured = 0.0558 → round to 0.056
flowchart LR
    A[IS 10 Part 2] --> B[Definitions per IS 707:1976]
    A --> C[Rounding per IS 2:1960]
    A --> D[Visual & Dimensional per Clause 3.1]

For detailed definitions, consult IS 707 directly.

4Materials - Timber Species and Veneers

IS 10 Part 2: Materials - Timber Species & Veneers

Veneer Grain Direction (Clause 5.2)

  • Grain in adjacent plies must be at right angles.
  • For even number of plies, the centre pair grain runs in the same direction.
  • Grain on both faces runs in the same direction.
  • Face and back veneers may be different species if:
    • Construction is balanced.
    • Specific gravity difference ≤ 0.15.

Timber Species Suitable for Tea-Chest Plywood (Annex B, Clause 4.1)

  • List includes species like:
    • Teak (Tectona grandis - TEA)
    • Mango (Mangifera indica - MAN)
    • Maple (Acer spp. - MAP)
    • Mahogany (Swietenia spp. - MAG)
    • Sissoo (Dalbergia sissoo - SIS)
    • Aini (Artocarpus hirsutus - AIN)
    • Arjun (Terminalia arjuna - ARJ)
  • Species marked with dagger (†) require preservative treatment.

Preservative Treatment (Clause 4.1 & B-2)

  • Treatment is mandatory for certain species.
  • Ensures durability and resistance to decay.

Summary Table: Veneer Grain & Species Compatibility

ParameterSpecification
Grain angle between plies90° (right angles)
Centre ply grain (even plies)Same direction
Face veneers grain directionSame on both faces
Max specific gravity difference0.15
Suitable timber speciesSee Annex B list (selected)

flowchart TD
    A[Veneer Plywood] --> B[Even Number of Plies]
    A --> C[Odd Number of Plies]
    B --> D[Centre pair grain same direction]
    C --> E[Alternate grain at right angles]
    D --> F[Face and back veneers same grain direction]
    E --> F
    F --> G[Face & Back veneers: Species with ΔSG ≤ 0.15]

For detailed species, refer to Annex B of IS 10 Part

5Manufacture and Construction Requirements

IS 10 Part 2: Manufacture and Construction Requirements for Plywood

Visual and Dimensional Requirements (Clause 3.1 & 6.1.5.1)

  • Plywood panels must be visually inspected and dimensionally checked as per clauses 5.1 to 8 and 7.1, 7.2.
  • Panels failing any requirement are defective.

Sampling & Acceptance Criteria (Table 1)

Lot SizeSample SizePermissible DefectivesSub-Sample Size for Lab Test
Up to 5001314
501 to 1,0002025
1,001 to 3,0003237
3,001 to 10,00050510
Above 10,00080715
  • A lot conforms if defectives ≤ permissible number.
  • Definitions per IS 707:1976.
  • Rounding rules per IS 2:1960.

Summary:

  • Inspect visually & dimensionally.
  • Sample size & acceptance based on lot size.
  • Use sub-samples for lab tests.
  • Follow IS 707 & IS 2 for definitions and rounding.
flowchart TD
    A[Select Lot] --> B[Sample Panels as per Table 1]
    B --> C{Visual & Dimensional Inspection}
    C -->|Pass| D[Lot Accepted]
    C -->|Fail| E[Count Defectives]
    E --> F{Defectives ≤ Permissible?}
    F -->|Yes| D
    F -->|No| G[Lot Rejected]
6Quality Requirements of Plywood Panels

Quality Requirements for Plywood Panels (IS 10 Part 2:1996)

1. Thickness Specification (Clause 3.8)

  • Thickness range: 3.8 mm ≤ thickness ≤ 4.5 mm (for timber per Annex B)
  • Thickness uniformity must be maintained throughout the panel.

2. Visual & Dimensional Requirements (Clause 6.1.5.1)

  • Panels must be visually inspected per clauses 5.1 to 6.1.5.1.
  • Edges trimmed square within ±3 mm along diagonals.
  • Surface: smooth; sanding as per purchaser's request.

3. Sampling & Acceptance Criteria (Table 1)

Lot SizeSample SizePermissible DefectivesSub-Sample for Lab Test
Up to 5001314
501 to 1,0002025
1,001 to 3,0003237
3,001 to 10,00050510
Above 10,00080715
  • A lot is accepted if defectives ≤ permissible number.

4. Packaging & Condition (Clause 11.2.1)

  • Delivered clean, dry, and suitably packed.

Summary Diagram: Quality Control Flow

flowchart TD
    A[Select Sample Size (Table 1)] --> B[Visual & Dimensional Inspection]
    B --> C{Defectives ≤ Permissible?}
    C -- Yes --> D[Lot Accepted]
    C -- No --> E[Lot Rejected]
    D --> F[Sub-Sample for Lab Tests]

For detailed test methods, refer to IS 1734 (Part 1) for density and moisture, and IS 2753 (Part 4) for glue shear strength.

7Glue Shear Strength

Glue Shear Strength - IS 10 Part 2 (1996)

Key Specifications (Clauses 9.1.1.2 & 9.2):

  • Test Standard: IS 1734 (Part 4): 1983 (Glue Shear Strength Test - Dry)
  • Specimen Size: Strips of 25 mm width cut from plywood specimens.
  • Number of specimens: 6 specimens tested for average and individual values.

Minimum Requirements:

ParameterAverage Load (N)Minimum Individual Load (N)Remarks
Glue Shear Strength (Dry)≥ 686 N (70 kgf)≥ 540 N (55 kgf)For plywood failing load (6 specimens)
Individual strip strength≥ 540 N (55 kgf)≥ 440 N (45 kgf)For 25 mm strips (3 strips/specimen)

Testing Notes:

  • The average failing load of six specimens should not be less than 686 N.
  • No individual specimen should fail below 540 N.
  • For strips cut from specimens, the average glue shear strength should not be less than 540 N, with no individual strip less than 440 N.

Summary Formula for Glue Shear Strength (τ):

[ \tau = \frac{P}{A} ]

Where:

  • (P) = Load at failure (N)
  • (A) = Bonded area (width × thickness in mm²)

flowchart TD
    A[Plywood Specimens] --> B[Cut 25 mm strips]
    B --> C[Perform Glue Shear Test (IS 1734 Part 4)]
    C --> D{Results}
    D -->|Avg ≥ 686 N & Indiv ≥ 540 N| E[Pass]
    D -->|Else| F[Fail]

This ensures plywood panels meet minimum glue adhesion strength for structural reliability.

8Moisture Content

Moisture Content Requirements as per IS 10 Part 2

  • Maximum Moisture Content:
    After pressing and reconditioning, the plywood's moisture content shall not exceed 15% (Clauses 5.5 & 9.3).

  • Testing Method:
    Moisture content shall be tested according to IS 1734 (Part 1): 1983.

  • Sampling & Testing:

    • Number of panels to be tested for moisture content is specified in Table 1, Column 4 of IS 10 Part 2.
    • Each panel in the sample is tested individually, and results are recorded per panel (Clause 9.2).

Key Points Summary

ParameterSpecification
Max Moisture Content≤ 15%
Testing StandardIS 1734 (Part 1): 1983
SamplingAs per Table 1, IS 10 Part 2
Test ResultIndividual panel moisture noted

Moisture Content Test Principle (per IS 1734 Part 1)

[ \text{Moisture Content (%)} = \frac{W_{\text{wet}} - W_{\text{dry}}}{W_{\text{dry}}} \times 100 ]

  • (W_{\text{wet}}) = Weight of test piece before drying
  • (W_{\text{dry}}) = Weight after oven drying (usually at 103 ± 2°C until constant weight)

flowchart TD
    A[Plywood Panel Sample] --> B[Moisture Content Test (IS 1734 Part 1)]
    B --> C{Moisture Content ≤ 15%?}
    C -- Yes --> D[Panel Passes]
    C -- No --> E[Panel Fails]

Summary: Ensure moisture content ≤ 15% after pressing and reconditioning, tested individually on each panel per IS 1734 (Part 1). Sampling per Table 1 of IS 10 Part 2.

9Tests for Plywood

IS 10 Part 2: Key Formulas, Tables & Specifications for Plywood Tests


1. Plywood Thickness (Clause 3.8)

  • Thickness range: 3.8 mm ≤ thickness ≤ 4.5 mm
  • Applies to tea-chest plywood made from timber in Annex B.
  • Edges trimmed square within ±3 mm over the length of two diagonals.

2. Test Samples & Reporting (Clause 9.4 & Table 1)

  • Test panels selected per Table 1 (Column 4) for:
    • Water resistance (9.1)
    • Glue adhesion (9.2)
    • Moisture content (9.3)
    • Veneer treatment (B-2.2)
  • Report format includes:
    • Maker’s details
    • Veneer species
    • Sizes of plywood boards
    • Thickness (min, max, average)
    • Number of veneers
    • Average water resistance result

3. Glue Shear Strength Test (Dry) (Clause 9.2)

  • Test standard: IS 1734 (Part 4):1983
  • Specimens: 6 test pieces
  • Requirements:
    • Average failing load ≥ 686 N (70 kgf)
    • Individual specimen load ≥ 540 N (55 kgf)

Summary Table for Glue Shear Strength Test

ParameterValue
Number of specimens tested6
Average failing load≥ 686 N (70 kgf)
Minimum individual load≥ 540 N (55 kgf)

If needed, I can provide detailed test procedures or diagrams for water resistance or glue adhesion tests.

10Sampling of Plywood Panels

Sampling of Plywood Panels as per IS 10 Part 2

Key Points from Table 1 (Sampling Scale)

Lot Size (Panels)Sample Size (Visual & Dimensional)Permissible DefectivesSub-Sample Size (Lab Tests)
Up to 5001314
501 to 1,0002025
1,001 to 3,0003237
3,001 to 10,00050510
Above 10,00080715

Sampling Procedure:

  • Random selection of panels from the lot (see IS 4905:1968 for random sampling methods).
  • Inspect all selected panels visually and dimensionally.
  • If the number of defective panels ≤ permissible defectives (Col 3), lot is accepted.
  • From the sample, take the sub-sample for laboratory tests on:
    • Water resistance
    • Glue adhesion
    • Moisture content (each panel tested individually)
    • Veneer treatment check

Summary:

  • Visual/dimensional sample size depends on lot size.
  • Sub-sample size is smaller for lab tests.
  • Acceptance based on defectives ≤ permissible number.
flowchart TD
    A[Lot of Panels] --> B[Random Sampling (Table 1)]
    B --> C[Visual & Dimensional Inspection]
    C -->|Defectives ≤ Permissible| D[Accept Lot]
    C -->|Defectives > Permissible| E[Reject Lot]
    B --> F[Sub-sample for Lab Tests]
    F --> G[Water Resistance]
    F --> H[Glue Adhesion]
    F --> I[Moisture Content]
    F --> J[Veneer Treatment]

This ensures quality control per IS 10 Part 2 standards.

11Marking and Certification

IS 10 (Part 2): Marking and Certification Key Points

  • Clause 11.2:
    Plywood panels may be marked with the BIS Standard Mark indicating conformity to IS 10 (Part 2).

  • Clause 11.2.1:

    • Use of the Standard Mark is governed by the Bureau of Indian Standards Act, 1986.
    • Licence conditions for manufacturers to use the Standard Mark are available from BIS.
    • Panels must be delivered clean, dry, and suitably packed as per trade practices.
  • Rounding off results:
    As per IS 2:1960, test results must be rounded off to the same number of significant digits as specified in the standard.


Summary Table: BIS Certification Marking

AspectDetails
MarkingBIS Standard Mark on plywood panels
Licensing AuthorityBureau of Indian Standards (BIS)
PackagingClean, dry, and suitably packed
Rounding of Test ResultsFollow IS 2:1960 rules for numerical rounding

References for Testing and Quality:

IS No.Title
IS 1734 (Part 1)Method of test for plywood: Density & moisture content
IS 2753 (Part 4)Determination of glue shear strength
IS 4905Methods for estimation of preservatives in timber
IS 707Glossary of timber technology terms

flowchart LR
    A[Plywood Panel Production] --> B{Quality Check}
    B -->|Meets IS 10 Part 2| C[Apply BIS Standard Mark]
    B -->|Fails| D[Reject or Rework]
    C --> E[Packaging: Clean & Dry]
    E --> F[Dispatch to Market]

Note: Always consult BIS for licensing and marking permissions before applying the Standard Mark.

Annex AList of Referred Indian Standards

IS 10 Part 2: List of Referred Indian Standards (Annex A)

This annex provides essential adjunct Indian Standards referenced for timber and plywood testing, treatment, and terminology.

IS No.Title
IS 707:1976Glossary of terms applicable to timber technology and utilization (Second Revision)
IS 1734 (Part 1):1983Method of test for plywood: Determination of density and moisture content (Second Revision)
IS 2753 (Part 4):1983Determination of glue shear strength (Second Revision)
IS 4905:1968Methods for estimation of preservatives in treated timber and treating solutions: Determination of copper, arsenic, chromium, zinc, boron, creosote, and fuel oil (First Revision)
IS 4905 (Random Sampling)Method of random sampling for treated timber

Key Points:

  • IS 707 defines timber terminology for uniform understanding.
  • IS 1734 (Part 1) covers moisture and density tests critical for plywood quality.
  • IS 2753 (Part 4) specifies glue shear strength tests ensuring bond integrity.
  • IS 4905 outlines chemical preservative analysis and sampling methods for treated timber.

These referenced standards ensure comprehensive quality control and certification compliance for plywood products under IS 10 Part 2.

flowchart LR
    A[IS 10 Part 2] --> B[IS 707: Timber Glossary]
    A --> C[IS 1734: Plywood Tests]
    A --> D[IS 2753: Glue Shear Strength]
    A --> E[IS 4905: Preservative Analysis]
    E --> F[Random Sampling Method]
Annex BTimber Species Suitable for Tea-Chest Plywood and Preservative Treatment

Timber Species Suitable for Tea-Chest Plywood (IS 10 Part 2)

  • All timber species for tea-chest plywood are non-durable and require preservative treatment.
  • Elimination of sapwood is not feasible; hence, preservative treatment is mandatory to prevent fungal/insect attack during storage and transport.

Key Timber Species (Selected from Annex B)

Trade NameBotanical NameAbbreviation
AiniArtocarpus hirsutusAIN
ArjunTerminalia arjunaARJ
BanatiLophopetalum wightianumBAN
BirchBetula spp.BIR
ChampMichilia spp.CHM
MangoMangifera indicaMAN
MapleAcer spp.MAP
MullilamFagara budrungaMUI
TeakTectona grandisTEA
Alstonia scholarisAlstonia scholarisCHT

(Note: Species marked with + or selected are preferred for treatment)


Preservative Treatment (Clause B-2.1)

  • Treatment must be adequate for protection during storage and transport.
  • Common preservatives include Copper Chrome Arsenate (CCA) or equivalent.
  • Treatment is applied to both heartwood and sapwood.

Summary Table for Treatment Necessity

Timber TypeSapwood PresenceTreatment Required
Non-durable speciesYesMandatory
Durable speciesNoOptional

Visual Summary

flowchart TD
    A[Timber Species] --> B{Durability}
    B -- Non-Durable --> C[Treatment Mandatory]
    B -- Durable --> D[Treatment Optional]
    C --> E[Preservative Treatment]
    E --> F[Prevents fungal & insect attack]

Reference: IS 10 (Part 2):1996, Annex B, Clause B-2.1.

Annex CForm of Report for Tests on Plywood

IS 10 Part 2: Form of Report for Tests on Plywood (Annex C, Clause 9.4)

The plywood test report must include:

  • Maker details: Name and address.
  • Species of veneers:
    • a) Face veneers (top and bottom)
    • b) Other veneers used.
  • Plywood board sizes: Dimensions of top and bottom faces.
  • Thickness (mm):
    • b) Minimum thickness observed
    • c) Maximum thickness observed
    • d) Average thickness of the whole lot.
  • Number of veneers in the plywood panel.
  • Water resistance test results: Average value as per method in Clause 9.1.

Additional Specifications:

  • Thickness limits for tea-chest plywood: 3.8 mm ≤ thickness ≤ 4.5 mm (Clause 3.8).
  • Panels must be smooth; sanding optional per purchaser.
  • Edges trimmed square within 3 mm tolerance along diagonals.

Testing Sample Size & Criteria:
Refer to Table 1, Column 4 for the number of panels tested for water resistance, glue adhesion, moisture content, and veneer treatment (Clauses 9.1, 9.2, 9.3, B-2.2).


Summary Table for Thickness (Tea-chest plywood)

ParameterValue (mm)
Minimum Thickness≥ 3.8
Maximum Thickness≤ 4.5
Edge Trim Tolerance± 3 mm (diagonals)

flowchart TD
    A[Plywood Test Report] --> B[Maker Name & Address]
    A --> C[Species of Veneers]
    A --> D[Board Sizes (Top & Bottom)]
    A --> E[Thickness: Min, Max, Avg]
    A --> F[Number of Veneers]
    A --> G[Water Resistance Test Avg Result]

This format ensures compliance with IS 10 Part 2 reporting requirements.

Annex DSampling Procedures

IS 10 Part 2: Sampling Procedures for Plywood Panels

Key Points:

  • Sample Selection:
    Each lot is sampled separately to check conformity (Clause 1.2).

  • Scale of Sampling (Table 1):

Lot SizeSample Size (Visual & Dimensional)Permissible DefectivesSub-Sample Size (Lab Tests)
Up to 5001314
501 to 1,0002025
1,001 to 3,0003237
3,001 to 10,00050510
Above 10,00080715
  • Acceptance Criteria:
    A lot is accepted if the number of defective panels ≤ permissible defectives (Column 3).

  • Testing:
    All selected panels undergo visual and dimensional inspection (Clauses 6.1.5.1 and related).

  • Rounding Off:
    Follow IS 2:1960 for rounding test results, maintaining significant figures as per standard values.


Summary Diagram:

flowchart TD
    A[Lot of Plywood Panels] --> B[Select Sample as per Table 1]
    B --> C[Visual & Dimensional Inspection]
    C --> D{Defectives ≤ Permissible?}
    D -- Yes --> E[Lot Accepted]
    D -- No --> F[Lot Rejected]
    B --> G[Sub-Sample for Lab Tests]

This procedure ensures statistically valid quality control per IS 10 Part 2.

Annex ECommittee Composition

IS 10 Part 2: Committee Composition

  • The technical committee composition for IS 10 Part 2 is detailed in Annex E of the standard.
  • This committee typically includes experts from:
    • Timber research institutes
    • Plywood manufacturers
    • Quality control agencies
    • Government departments related to forestry and industry
    • Academia and technical experts in timber products

Sample Selection (Clause 2.1 & Table 1):

Lot Size (No. of Panels)Number of Panels to Sample
Up to 1005
101 to 50010
Over 50015
  • This ensures statistically valid sampling for quality control.

Summary Diagram of Committee Composition

graph TD
    A[Technical Committee] --> B[Timber Research Institutes]
    A --> C[Plywood Manufacturers]
    A --> D[Quality Control Agencies]
    A --> E[Government Departments]
    A --> F[Academia & Experts]

For exact names and roles, refer to Annex E of IS 10 Part 2:1996.

Popular Questions About IS 10 Part 2

?Which timber species are recommended for manufacturing tea-chest plywood under IS 10 Part 2?

Recommended Timber Species for Tea-Chest Plywood (IS 10 Part 2):

  • Clause 4.1 states any timber species may be used.
  • Annex B (guidance) lists suitable species commonly used for tea-chest plywood.
  • These species are typically nondurable hardwoods or softwoods.
  • Since sapwood removal is impractical, preservative treatment is mandatory (Clause 2.1) to protect against fungi and insects.

Common Timber Species (from typical practice & IS guidance):

  • Poplar
  • Eucalyptus
  • Rubberwood
  • Mangium
  • Sal
  • Teak (less common due to cost)

Important Notes:

  • Always treat plywood with preservatives as per B-2.1.1 for durability.
  • Species choice depends on local availability and cost-effectiveness.
Loading diagram...

Summary: Any timber species can be used, but Annex B guides preferred species; preservative treatment is essential for durability.

?What preservative treatments are specified to protect plywood from fungal and insect attack?

Preservative Treatments for Plywood (IS 10 Part 2)

  • Need for Treatment: Most plywood timber species are non-durable; sapwood removal is impractical. Hence, tea-chest plywood must be treated to prevent fungal and insect attack during storage and transport (Clause 2.1).

  • Treatment Methods (Clause 2.1.1):

    • Veneer Treatment: Soak veneers in 1.5-3% boric acid or boric acid:borax (1:1) solution for 10-20 minutes.
      • Green veneers: solution heated to 80-90°C.
      • Air-dry veneers: ambient temperature.
      • Dry treated veneers to ≤10% moisture before bonding.
    • Plywood Treatment: Dip hot-pressed plywood in 4% boric acid or boric acid:borax (1:1) solution for 30-60 minutes.
    • Retention: Minimum dry salt retention of 3.0 kg/m³.
  • Qualitative & Quantitative Checks: Use reagent test (turmeric-ethanol and HCl-ethanol-salicylic acid) and IS 2753 (Part 1) methods (Clause 2.2.1).

  • Timber Species: Annex B lists suitable species; those requiring treatment are marked with a dagger (†).


Summary Table of Treatment Parameters

Treatment TypeSolution ConcentrationSoaking TimeTemperatureDry Salt Retention
Veneers1.5-3% Boric acid/Borax10-20 minAmbient / 80-90°C-
Hot-pressed Plywood4% Boric acid/Borax30-60 minWhile still hot≥ 3.0 kg/m³

This ensures plywood durability against fungal and insect damage per IS 10 Part 2.

?What are the required moisture content limits for plywood panels according to this standard?

According to IS 10 Part 2 (1996):

  • Maximum moisture content allowed in plywood panels: 15%.
  • This limit applies after pressing and reconditioning of the finished plywood (Clause 5.5).
  • Moisture content is tested as per IS 1734 (Part 1): 1983 (Clause 9.3).
  • Each plywood panel in the sample must be tested individually for moisture content (Clause 9.2).

Summary:

ParameterLimitReference Clause
Moisture Content (%)≤ 15%5.5, 9.3
Test MethodIS 1734 (Part 1)9.3

This ensures plywood stability and durability in service, especially for tea-chest applications.

?How is glue shear strength tested and what are the minimum acceptable values?

Glue Shear Strength Test as per IS 10 Part 2:

  • Test Method:
    Conducted on 3 strips (25 mm width) cut from plywood specimens, tested according to IS 1734 (Part 4): 1983.

  • Minimum Acceptable Values (Dry State):

    ParameterAverage Load (N)Minimum Individual Load (N)
    Glue Shear Strength (Clause 9.2)≥ 686 N (70 kgf)≥ 540 N (55 kgf)
    From strips (Clause 9.1.1.2)≥ 540 N (55 kgf)≥ 440 N (45 kgf)
  • Specimens:
    Six test specimens are tested for average and individual failing loads.

Summary:
The plywood must show an average glue shear strength of at least 686 N with no individual specimen below 540 N. For strips cut from specimens, the average should not be less than 540 N and individual not less than 440 N.

Loading diagram...
?What sampling methods and criteria are used to ensure plywood conformity to the standard?

Sampling Methods & Criteria for Plywood Conformity (IS 10 Part 2)

  • Random Sampling: Panels are randomly selected from the lot as per Clause 2.2; IS 4905:1968 provides guidance on random selection.

  • Sample Sizes & Acceptance Criteria:

    Lot SizeSample Size (Visual & Dimensional)Permissible DefectivesSub-Sample for Lab Tests
    Up to 5001314
    501 to 1,0002025
    1,001 to 3,0003237
    3,001 to 10,00050510
    Above 10,00080715
  • Visual & Dimensional Inspection: All sampled panels undergo visual and dimensional checks (Clause 6.1.5.1). Panels failing any criteria are defective.

  • Conformity: The lot is accepted if defective panels ≤ permissible number (col 3).

  • Laboratory Tests: Sub-samples (col 4) tested for water resistance, glue adhesion, moisture content, and veneer treatment (Clauses 9.1, 9.2, 9.3, B-2.2).

  • Moisture Content: Tested individually on all sampled panels.

This systematic approach ensures statistically valid quality control of plywood lots.

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