IS 49902011AI Search Enabled✦ AI Generated

Plywood for concrete shuttering work - Specification
2011 Edition

The IS 4990:2011 outlines the specifications for plywood intended for concrete shuttering, emphasizing durability, mechanical strength, and surface integrity under varied moisture conditions. It is applicable to producers, suppliers, and engineers handling preservative-treated plywood designed to endure the rigors of formwork, including repeated exposure to moisture and handling stresses.

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What This Standard Covers

The IS 4990:2011 outlines the specifications for plywood intended for concrete shuttering, emphasizing durability, mechanical strength, and surface integrity under varied moisture conditions. It is applicable to producers, suppliers, and engineers handling preservative-treated plywood designed to endure the rigors of formwork, including repeated exposure to moisture and handling stresses.

Who Uses This Standard

  • Civil engineering professionals
  • Structural design engineers
  • Construction site managers
  • Formwork system designers
  • Plywood production manufacturers
  • Quality assurance inspectors
  • Building materials distributors

Key Topics Covered

Specifications for plywood materials used in concrete formwork
Requirements for preservative treatment and adhesive bonding
Allowed dimensions, thicknesses, and permissible deviations
Mechanical characteristics including glue shear strength and bonding quality
Tests for water resistance and long-term durability
Surface finishing techniques such as plastic overlays and mould oil application
Methods of scarf jointing and panel assembly
Guidelines for handling, storing, and maintaining plywood panels
Design considerations for shuttering formwork and supporting frameworks
Standards for ECO-Mark certification
Testing protocols to ensure plywood quality
Recommended timber species for plywood fabrication

Table of Contents

1Scope and Application
2Referenced Standards and Literature
3Terminology and Definitions
4Material Specifications and Requirements
5Approved Timber Species for Plywood Manufacture
6Manufacturing Practices and Quality Workmanship
7Plywood Dimensions and Permissible Tolerances
8Surface Finish and Workmanship Quality
9Sampling Procedures and Test Sample Preparation
10Testing Methods and Performance Evaluations
11Additional Criteria for ECO-Mark Certification
12Marking, Labeling, and Certification Requirements
13Information to be Provided by Manufacturers
Annex AList of Referenced Indian Standards
Annex BTimber Species Suitable for Plywood

Popular Questions About IS 4990

?What mechanical characteristics must plywood meet for concrete shuttering as per IS 4990?

According to IS 4990:2011, plywood used for concrete shuttering should be of Boiling Water Proof (BWP) grade and preservative treated to withstand cycles of wetting and drying without degradation. The surface must remain hard and resist softening, checking, or cracking after 72 hours of boiling. Strength requirements include the capability to bear fresh concrete loads and endure forces from pouring and vibration. The plywood should also be reusable with proper handling, and strength properties may vary depending on timber species, as provided by manufacturers.

?Which timber species are recommended for producing plywood for concrete shuttering?

IS 4990 permits the use of any timber species for shuttering plywood, with Annex B listing preferred species. For ECO-Mark certified plywood, timber must originate from plantations or non-natural forests such as rubber, coconut, cashew, or shade trees from tea and coffee estates. The plywood must be BWP grade, preservative treated, and durable under wet and dry cycles. Manufacturers provide specific data on timber density and strength to ensure compliance and performance.

?What testing methods ensure the water resistance and durability of shuttering plywood?

IS 4990 specifies several tests to guarantee water resistance and durability: a 72-hour boiling test where sample pieces are boiled continuously or intermittently and then evaluated for any surface deterioration; a wet bending strength test involving multiple boiling and drying cycles followed by immersion and mechanical testing per IS 1734 (Part 11). Minimum values for modulus of elasticity and rupture are specified for both along and across grain directions. Additionally, wood failure percentage and minimum failing load thresholds are set to ensure the plywood maintains structural integrity in wet conditions.

?How should plywood panels be handled and maintained to extend their working life in formwork?

To prolong plywood life in concrete formwork, panels should be carefully handled to avoid surface damage—lifting instead of dragging, protecting edges and corners, and using waterproof interleaving during transport. Storage must be on flat, elevated, and well-ventilated surfaces protected from moisture. Maintenance includes applying mould oil before use and after multiple cycles, sealing cut edges with appropriate paints, ensuring proper drying by stacking with spacers when stored long-term, and regular cleaning and careful fixing of fasteners to avoid damage.

?What are the specified dimensional tolerances and thicknesses for plywood under IS 4990?

IS 4990 defines plywood thickness ranges based on the number of plies, for example, 3-ply sheets are available in 4, 5, and 6 mm thicknesses, while thicker plywood such as 9-ply or greater can range from 16 mm to 40 mm. The standard does not rigidly fix dimensional tolerances for length, width, and thickness, allowing these to be agreed upon between the manufacturer and purchaser. Typical tolerances include length variation of -0 to +6 mm, width of +3 to -0 mm, and thickness tolerances of ±10% for sheets under 6 mm and ±5% for thicker sheets. Edge straightness and squareness tolerances are also specified to ensure proper fit and performance.

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