IS 64971990AI Search Enabled✦ AI Generated

Method of test for the efficacy of preservatives and evaluating the natural durability of timbers used in cooling towers
1990 Edition

This standard outlines the procedures to assess the effectiveness of wood preservatives and the inherent durability of timber employed in cooling towers, particularly under conditions lacking heavy deposits from circulating water. It covers specimen preparation, installation, and deterioration measurement through weight loss and visual rating over time, providing crucial guidance for professionals managing timber preservation in such structures.

14Sections
41Clauses Indexed
AI Search Ready
1990Edition
TimberCategory
Alternative search terms: testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990 PDF, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990 pdf free download, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990 free download pdf, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990 PDF, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990 PDF, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990 1990 PDF, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990:1990 PDF, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990-1990 PDF, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990 (1990) PDF, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990 1990 edition PDF, testing-method-for-preservative-efficacy-and-timber-durability-in-cooling-towers-1990 edition 1990 PDF

What This Standard Covers

This standard outlines the procedures to assess the effectiveness of wood preservatives and the inherent durability of timber employed in cooling towers, particularly under conditions lacking heavy deposits from circulating water. It covers specimen preparation, installation, and deterioration measurement through weight loss and visual rating over time, providing crucial guidance for professionals managing timber preservation in such structures.

Who Uses This Standard

  • Civil Engineering Professionals
  • Structural Design Engineers
  • Specialists in Timber Preservation
  • Cooling Tower Structural Designers
  • Quality Assurance Inspectors
  • Materials Analysis Laboratories
  • Construction Site Supervisors

Key Topics Covered

Timber specimen preparation and dimensioning
Procedures for installing specimens in cooling towers
Preservative treatment techniques and absorption quantification
Assessment of timber degradation via weight loss and rating scales
Visual and tactile criteria for evaluating timber condition
Calculations to adjust for preservative leaching effects
Natural durability testing of untreated wood
Use of brass nails for specimen fastening
Scheduled inspection periods and intervals
Cross-references to related standards IS 2372 and IS 401
Handling and cleaning methods for exposed specimens
Documentation and numbering system for specimens

Table of Contents

1Scope and Specimen Specifications
2Referenced Indian Standards and Specimen Dimensions
3Underlying Principle and Test Fundamentals
4Assessment of Preservative Effectiveness
4.1Dimensions and Selection Criteria for Timber Samples
4.2Identification and Numbering of Test Specimens
4.3Preservative Treatment Procedures
4.4Specimen Preparation Methodology
4.5Installation Guidelines for Specimens
4.6Inspection and Evaluation Protocols
4.7Criteria and Methods for Evaluating Timber Deterioration
5Evaluation of Natural Timber Durability
5.1Detailed Evaluation Techniques
AnnexFigures, Diagrams, and Specimen Details

Popular Questions About IS 6497

?What are the specified specimen types and dimensions for testing under this standard?

According to this standard, two primary timber specimen types are utilized for testing:

  1. Thin Specimens:
  • Dimensions: 100 mm × 25 mm × 6 mm
  • Features: Two 2 mm diameter holes for brass nail mounting
  • Application: Suitable for flooded or highly moist zones within cooling towers
  • Quantity: 18 replicates per species and preservative absorption level, plus 18 control specimens
  1. Stake Specimens:
  • Dimensions: 450 mm × 100 mm × 75 mm
  • Features: Two 4 mm diameter holes for mounting
  • Application: Used in areas subjected to alternate wetting and drying or structural elements
  • Quantity: 4 replicates per species

All specimens should be sourced from heartwood conforming to IS 2372:1963, with inspections performed at 1, 3, and 5 years, or at 1, 2, and 3 years if rapid deterioration is observed.

?How is timber deterioration assessed in cooling tower environments as per the standard?

Timber degradation evaluation employs two principal methods:

  • For thin specimens, deterioration is quantified by measuring the percentage of weight loss after exposure, leveraging their high surface-to-volume ratio to accelerate preservative leaching.

  • For stake specimens, a visual rating system is applied, assessing surface appearance, the depth of loosened material, texture, and hardness through probing.

Inspections are scheduled at intervals of 1, 3, and 5 years, with options to shorten the period to 1, 2, and 3 years when rapid decay occurs, ensuring comprehensive evaluation of preservative effectiveness and wood durability.

?Which preservatives are referenced, and how are treatment levels established in testing?

The Copper-Chrome-Arsenic (CCA) preservative is designated as the reference standard. For preservatives not listed in IS 2372:1963, efficacy is assessed at three distinct absorption levels.

Testing involves preparing specimens treated to ±10% of the target absorption. They are bundled with spacers to ensure free surface exposure and subjected to an 18-week cyclic leaching process involving immersion in water at 45–50°C for one week followed by two weeks of air drying.

Weight loss resulting from this leaching cycle is calculated and averaged over ten specimens to determine adjustment factors, providing accurate evaluation of preservative performance under simulated cooling tower conditions.

?What is the recommended inspection frequency for specimens after installation?

Inspections are generally conducted at 1, 3, and 5 years post-installation. If specimens demonstrate rapid deterioration, the intervals may be shortened to 1, 2, and 3 years.

During each inspection, particularly for thin specimens, three frames are removed from both flooded and moist areas for evaluation. Visual and tactile assessments include examining the surface condition, texture, and resistance to a probing tool.

This schedule ensures timely monitoring and accurate assessment of timber durability within cooling tower environments.

?How does the standard adjust for preservative leaching during testing?

To compensate for preservative loss due to leaching and prevent misinterpretation of weight loss data, the standard prescribes an adjustment procedure:

Specimens treated with oil-soluble preservatives are bundled with spacers and immersed in fresh water at 45–50°C for one week, followed by two weeks of air drying. This cycle is repeated over a total duration of 18 weeks.

The oven-dry weights before treatment (a), preservative retention (b), and after leaching (c) are recorded. The percentage of preservative leached out is calculated as ((a + b) - c) / (a + b) × 100.

The average leached percentage from ten specimens is then used as an adjustment factor to correct the weight loss measurements, ensuring that weight changes reflect biological degradation rather than preservative washout.

Need Detailed Clause Answers?

Ask AI about any clause, requirement, or provision in IS 6497. Get instant, clause-cited responses powered by our indexed library.

Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required