IS 16351992AI Search Enabled✦ AI Generated

Code of practice for field slaking of building lime and preparation of putty
1992 Edition

The 1992 edition of IS 1635 establishes detailed procedures for the on-site slaking of building lime and the formulation of lime putty, specifically addressing Classes B, C, D, and F limes. It is crucial for professionals managing lime processing at construction sites without access to ready-made hydrated lime, ensuring proper hydration to avoid mortar and plaster faults and promote lasting, quality construction.

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1992Edition
Building Limes and Gypsum ProductsCategory
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What This Standard Covers

The 1992 edition of IS 1635 establishes detailed procedures for the on-site slaking of building lime and the formulation of lime putty, specifically addressing Classes B, C, D, and F limes. It is crucial for professionals managing lime processing at construction sites without access to ready-made hydrated lime, ensuring proper hydration to avoid mortar and plaster faults and promote lasting, quality construction.

Who Uses This Standard

  • Structural Engineers
  • Construction Site Managers
  • Bricklayers and Foremen
  • Materials Science Experts
  • Quality Assurance Personnel
  • Lime Manufacturers and Distributors
  • Heritage Conservation Professionals

Key Topics Covered

Techniques for field slaking of quicklime
Processes in preparing lime putty
Classification and characteristics of Classes B, C, D, F building limes
Differences between tank and platform slaking
Storage protocols for quicklime and hydrated lime
Safety measures during slaking operations
Equipment requirements and setup for slaking
Maturation and handling procedures for lime putty
Quality assurance of slaked lime
Health protection for workers handling lime
Impact of incorrect slaking on construction materials
Continuous slaking system design
Screening and sieving practices for slaked lime

Table of Contents

1Scope and Associated Standards
2Referenced Codes and Specifications
3Terminology and Lime Classification
4Essential Data for Planning Lime Slaking
5Guidelines for Quicklime Storage Prior to Slaking
6Procedures for Quicklime Slaking and Putty Preparation
6.1Initial Cleaning of Slaking Facilities
6.2Detailed Slaking Methodology
6.2.1Tank Slaking Process
6.2.2Platform Slaking Method
6.2.2.1Preparation and Maturation of Lime Putty
7Post-Slaking Storage of Building Lime
8Safety Precautions During Slaking and Handling
8.1Fire Safety Measures
8.2Control of Lime Dust and Respiratory Protection

Popular Questions About IS 1635

?What are the field slaking techniques recommended by IS 1635 for quicklime?

IS 1635 advises two primary slaking approaches:

  1. Tank Slaking (Clauses 6.2.1 & 6.2.1.2): Use a watertight, brick-lined tank partially filled with water (around 300 mm depth). Gradually add quicklime into the water while continuously stirring to ensure lime remains submerged and to control heat generation. This method yields lime putty directly, ideal for applications requiring putty.

  2. Platform Slaking (Clause 6.2.2.1): Spread quicklime in a 150 mm thick layer on a waterproof masonry platform. Water is sprinkled progressively over the lime while turning the heap repeatedly to promote uniform hydration over approximately 24 hours. The resulting hydrated lime powder is then screened through a 3.35 mm IS sieve. This method produces dry hydrated lime which can be converted to putty if necessary.

?How is lime putty prepared and matured for various lime classes according to IS 1635?

Preparation involves gradual slaking of quicklime by adding water to a 150 mm thick lime layer and turning it repeatedly over about 24 hours, followed by screening through a 3.35 mm IS sieve. To prepare putty, the dry slaked lime is mixed with water into a thick creamy consistency.

Maturation periods differ by class: Class C and D (fat limes) require at least 16 hours (or up to 3 days if matured by settling), while Class B and F (semi-hydraulic limes) should mature no more than 12 hours (or up to 2 days if produced by milk of lime settling). The putty must be stored submerged under water to prevent carbonation and drying, and used promptly for optimal performance.

?What safety measures need to be observed during the quicklime slaking process?

Safety protocols include: storing and handling quicklime in dry conditions to prevent premature reaction; always adding lime to water (not vice versa) in a tank filled about 300 mm deep with water to avoid localized overheating and splattering; maintaining continuous stirring to keep lime submerged; monitoring the exothermic heat evolution during slaking to manage temperature; and preparing for fire hazards by implementing proper fire safety precautions around the slaking area.

?What are the recommended storage practices for quicklime and hydrated lime to preserve their quality?

Quicklime should ideally be slaked immediately after production but if storage is necessary, it must be kept in airtight metal containers or polyethylene-lined jute bags within a dry, sheltered area protected from moisture and rainfall. For dry slaked lime, short-term storage involves covered platforms shielded from weather, while longer-term storage (up to two months) requires packaging in polyethylene-lined gunny bags stored in dry, enclosed godowns to prevent moisture ingress and quality degradation.

?How do tank slaking and platform slaking methods differ according to IS 1635?

Tank slaking entails adding quicklime to water in a brick-lined, watertight tank with constant stirring, producing uniform lime putty directly. This method offers controlled hydration and better quality.

Platform slaking involves sprinkling water onto lime spread on a waterproof platform, with manual turning over about 24 hours. It tends to yield less uniform hydration and produces dry hydrated lime powder rather than putty. Tank slaking is preferred for quality and consistency, while platform slaking is a simpler but less precise alternative.

?What are the consequences of improper slaking on the quality of mortars and plasters?

Incomplete slaking results in unconverted quicklime remaining in the mixture, causing poor workability, uneven setting, and weak mechanical strength. Mortars and plasters may crack, powder, and exhibit poor adhesion, leading to costly repairs and reduced durability. Excess water or improper storage can further degrade quality. Proper slaking ensures complete hydration, resulting in sound, long-lasting lime-based construction materials.

?What equipment and configurations does IS 1635 recommend for continuous slaking operations?

IS 1635 suggests a two-tank system: an upper tank approximately 400 mm deep positioned above ground for continuous addition and stirring of quicklime into water (around 300 mm deep), and a lower tank 750–800 mm deep below ground for filtering milk of lime through a 3.35 mm IS sieve and allowing settling and maturation of lime putty. Two lower tanks can be used alternately to maintain continuous supply. Tanks should be brick-lined and watertight to resist lime’s corrosive properties.

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