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IS 11843 : 1986Recommendations for Corrosion Protection for Reinforcement in Concrete

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ACI PRC-222 · EN 206 · ISO 14654
CurrentSpecializedGuidelinesBIMMaterials Science · Coastal and Marine Engineering
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OverviewValues5InternationalTablesFAQ4Related

IS 11843:1986 is the Indian Standard (BIS) for recommendations for corrosion protection for reinforcement in concrete. This standard provides recommendations and guidelines on various methods for protecting steel reinforcement from corrosion in concrete. It covers the principles of corrosion and details protective measures like high-quality concrete, coatings (epoxy, galvanizing), corrosion-inhibiting admixtures, and cathodic protection, particularly for structures in aggressive environments like coastal and industrial zones.

Offers recommendations for protecting steel reinforcement against corrosion in concrete, important for long-term durability.

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Coastal and Marine Engineering
Type
Guidelines
International equivalents
ACI PRC-222-21 · American Concrete Institute (ACI), USAEN 206:2013+A2:2021 · European Committee for Standardization (CEN), EuropeISO 14654:2018 · International Organization for Standardization (ISO), InternationalBS EN 1504-9:2008 · British Standards Institution (BSI), UK / CEN, Europe
Typically used with
IS 456IS 1786IS 13620IS 2062
Also on InfraLens for IS 11843
5Key values4FAQs

BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.

Practical Notes
! Extreme care must be taken during handling, transportation, and bending of coated bars to avoid damaging the protective layer, as damage points become corrosion hotspots. Any damage must be repaired with a compatible material before concreting.
! The effectiveness of any corrosion protection system is significantly enhanced by ensuring high-quality, dense, and impermeable concrete with adequate cover, as specified in IS 456.
! Using coated reinforcement may affect the bond strength between steel and concrete. This should be considered in the structural design, potentially requiring increased development lengths.
Frequently referenced clauses
Cl. 3Principles of Corrosion in ConcreteCl. 4Methods of ProtectionCl. 4.3Coating on ReinforcementCl. 4.4Cathodic ProtectionCl. 5Recommendations for Selection of Protection System
Pulled from IS 11843:1986. Browse the full clause & table index below in Tables & Referenced Sections.
reinforced concretesteelcoatingsepoxygalvanizationadmixtures

International Equivalents

Similar International Standards
ACI PRC-222-21American Concrete Institute (ACI), USA
HighCurrent
Guide to Protection of Reinforcing Metals in Concrete Against Corrosion
Comprehensive guide on corrosion mechanisms and various protection methods, similar in intent to IS 11843.
EN 206:2013+A2:2021European Committee for Standardization (CEN), Europe
MediumCurrent
Concrete - Specification, performance, production and conformity
Focuses on achieving durability by specifying concrete properties (cover, w/c ratio) based on environmental exposure classes.
ISO 14654:2018International Organization for Standardization (ISO), International
LowCurrent
Epoxy-coated steel for the reinforcement of concrete
Provides detailed specifications for only one method of protection (epoxy coating), which IS 11843 covers more generally.
BS EN 1504-9:2008British Standards Institution (BSI), UK / CEN, Europe
MediumCurrent
Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 9: General principles for the use of products and systems
Outlines 11 principles for concrete protection/repair, including controlling anodic areas (e.g., rebar coatings).
Key Differences
≠IS 11843 is a general, prescriptive guide, whereas modern standards like EN 206 use a detailed performance-based approach linking specific concrete properties (max w/c ratio, min cement content) to rigorous environmental exposure classes (e.g., XD for chloride, XS for marine).
≠The Indian standard (from 1986) provides very general recommendations for coatings. Modern standards like ISO 14654 provide highly detailed specifications for factory-applied Fusion Bonded Epoxy (FBE) coatings, including adhesion, flexibility, holiday testing, and thickness.
≠Modern standards like ACI PRC-222 integrate corrosion protection into a holistic durability design framework for a specified service life. IS 11843 treats protection methods as discrete recommendations rather than part of an integrated design process.
≠Advanced protection methods such as migrating corrosion inhibitors, stainless steel reinforcement, and detailed cathodic protection systems are discussed extensively in ACI PRC-222, but are only briefly mentioned or absent in the older IS 11843.
Key Similarities
≈All standards are based on the fundamental principle that steel's passivity is due to the high pH of concrete and that this passivity is compromised by carbonation and chloride ingress.
≈Both IS 11843 and modern international standards identify high-quality, dense, and low-permeability concrete as the primary and most important line of defense against reinforcement corrosion.
≈The critical importance of providing sufficient and well-compacted concrete cover over the reinforcement to delay the ingress of aggressive agents is a core recommendation in all compared standards.
≈The use of barrier coatings on reinforcement as a supplementary protection measure is a concept present in both IS 11843 and modern standards, though the technology and specifications have evolved.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Concrete Cover (Moderate Exposure)30 mm (as per IS 456:2000)Nominal cover c_nom = 35 mm (for XC3/XC4, c_min,dur=25mm + Δc_dev=10mm)EN 206 / BS 8500
Maximum Water-Cement Ratio (Severe Exposure)0.45 (as per IS 456:2000)0.45 (for marine exposure XS1/XS2)EN 206:2013+A2:2021
Total Chloride Content Limit (Reinforced Concrete)0.4 kg/m³ of concrete (as per IS 456:2000)0.40% by mass of cement (Class Cl 0,40)EN 206:2013+A2:2021
Epoxy Coating Thickness (FBE)Not specified in detail, recommends 'suitable protective coating'.175 to 300 µm (microns)ISO 14654:2018
pH for Steel PassivitypH > 12.5 is stated as required.Typically in the range of 12.5 to 13.5.ACI PRC-222-21
Permissible Coating Defects (Holidays)Not specified.A specified rate based on test methods, e.g., typically less than 2-4 per meter depending on standard.ISO 14654 / ASTM A775
⚠ Verify details from original standards before use

Key Values5

Quick Reference Values
Maximum chloride content in cement for RCC (severe exposure)0.6 kg/m³
Maximum chloride content in cement for PSC0.1 kg/m³
Typical Dry Film Thickness (DFT) for Fusion Bonded Epoxy Coating130-300 µm
Minimum zinc coating mass for galvanized bars300 g/m²
Recommended max crack width for corrosion protection0.1 mm in severe environments

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 3 - Principles of Corrosion in Concrete
Clause 4 - Methods of Protection
Clause 4.3 - Coating on Reinforcement
Clause 4.4 - Cathodic Protection
Clause 5 - Recommendations for Selection of Protection System

Related Resources on InfraLens

Cross-Referenced Codes
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 1786:2008High Strength Deformed Steel Bars and Wires f...
→
IS 13620:1992General requirements for surveying instrument...
→
IS 2062:2011Hot Rolled Medium and High Tensile Structural...
→

Frequently Asked Questions4

What are the main methods to protect rebar from corrosion according to this code?+
The primary methods are: using high-quality dense concrete, applying protective coatings (like epoxy or galvanization) to rebar, using corrosion-inhibiting admixtures, and implementing cathodic protection systems (Clause 4).
Is simply increasing concrete cover enough for protection in marine environments?+
While increasing cover is a primary protective measure, in very aggressive environments like marine splash zones, it may be insufficient alone. The code recommends combining it with other systems like coatings or special cements (Clause 5).
What is cathodic protection for concrete?+
It's an electrochemical method where a direct current is applied to the reinforcement, making it a cathode and thus preventing it from corroding. This can be done using sacrificial anodes or an impressed current system (Clause 4.4).
Does this code provide specifications for coated bars?+
This code provides recommendations. Specific requirements for products like fusion-bonded epoxy-coated bars are detailed in separate standards such as IS 13620.

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