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IS 12118 Part 2 : 1987Methods of Test for Repair Materials for Concrete Structures - Part 2: Resin-based Materials

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ASTM C1193 · DIN 18540 · ISO 11620
CurrentSpecializedTesting MethodMaterials Science · Demolition, Renovation and Repair of Structures
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IS 12118:1987 Part 2 is the Indian Standard (BIS) for methods of test for repair materials for concrete structures - part 2: resin-based materials. This standard provides methods for testing resin-based materials used for repairing concrete structures. It specifies procedures to determine key properties like pot life, compressive and flexural strength, and the critical bond strength to concrete using the slant shear test method.

Prescribes methods of test for resin-based materials used as repair materials for concrete structures.

Overview

Status
Current
Usage level
Specialized
Domain
Materials Science — Demolition, Renovation and Repair of Structures
Type
Testing Method
Earlier editions
IS 12118 Part 2:1992IS 12118 Part 2:1991
International equivalents
ASTM C1193-21 · ASTM International, USADIN 18540:2020-09 · Deutsches Institut für Normung, GermanyISO 11620:2014 · International Organization for Standardization
Typically used with
IS 516IS 456IS 383IS 2386
Practical Notes
! The slant shear test (Clause 5.4) is the most critical test for evaluating the composite action of the repair.
! Test results are highly sensitive to mixing proportions, ambient temperature, and the surface preparation of the concrete substrate.
! Always perform tests and compare results against the manufacturer's technical data sheet to verify product performance.
Frequently referenced clauses
Cl. 4.2Determination of Pot LifeCl. 5.2Determination of Compressive StrengthCl. 5.3Determination of Flexural StrengthCl. 5.4Determination of Bond Strength (Slant Shear Test)Cl. 5.6Determination of Coefficient of Thermal Expansion
Pulled from IS 12118:1987. Browse the full clause & table index below in Tables & Referenced Sections.
resinepoxypolymer mortarconcrete repairgrout

International Equivalents

Similar International Standards
ASTM C1193-21ASTM International, USA
HighCurrent
Standard Guide for Use of Joint Sealants
A comprehensive guide for joint design, surface preparation, and installation for all types of sealants, including polysulphides.
BS 8000-16:1997British Standards Institution, UK
HighWithdrawn
Workmanship on building sites. Code of practice for sealing joints in buildings using sealants
A dedicated code of practice for the application and workmanship of sealing joints, closely matching the intent of IS 12118.
DIN 18540:2020-09Deutsches Institut für Normung, Germany
MediumCurrent
Sealing of exterior wall joints in building using joint sealants
Focuses specifically on exterior wall joints, but covers materials, joint design, and application in a similar manner.
ISO 11620:2014International Organization for Standardization
LowCurrent
Building construction — Sealants — Classification and requirements for sealants
This is a material specification and classification standard (similar to IS 11433), not a code of practice for use like IS 12118.
Key Differences
≠IS 12118 is specifically for polysulphide sealants, whereas modern equivalents like ASTM C1193 are general guides applicable to all sealant chemistries (silicone, polyurethane, polysulphide, etc.).
≠International standards like ASTM C1193 place a heavy emphasis on pre-construction testing and mock-ups, including field adhesion tests (e.g., ASTM C1521), which are not explicitly mandated in IS 12118.
≠IS 12118 provides prescriptive joint design ratios (e.g., 1:1 or 2:1 based on width). ASTM C1193 is more performance-oriented, providing general principles and deferring to the manufacturer's recommendations for specific movement capabilities and sealant classes (e.g., Class 25, 50).
≠The Indian standard is from 1987 and reflects the technology of that era. Newer standards incorporate advancements in primer technology, backer rod materials, and a wider range of sealant formulations.
Key Similarities
≈All standards universally stress the critical importance of preventing three-sided adhesion by using a backer rod or a bond breaker tape.
≈The fundamental principles of surface preparation are consistent across all standards: the substrate must be clean, dry, sound, and free of any contaminants that could hinder adhesion.
≈All codes of practice describe the essential step of tooling the sealant after application to ensure intimate contact with the joint faces, remove air pockets, and create a neat, functional profile.
≈All standards are fundamentally based on the concept of designing joints to accommodate anticipated movement, recognizing this as the primary function of an elastomeric sealant.
Parameter Comparison
ParameterIS ValueInternationalSource
Minimum Recommended Joint Width6 mm6 mm (1/4 in)ASTM C1193
Width to Depth Ratio (for joints > 12mm)2:1Generally 2:1 is recommended, with depth not exceeding 13mm (1/2 in)ASTM C1193
Width to Depth Ratio (for joints ≤ 12mm)1:12:1 is still preferred, but depth should not be less than 6mm (1/4 in)ASTM C1193
Recommended Application Temperature Range5°C to 40°CGenerally above 4°C (40°F), but strongly advises following sealant manufacturer's specific data sheet.ASTM C1193
Requirement for PrimerGenerally required for porous surfaces; may be required for non-porous surfaces.Determined by manufacturer's recommendation and/or job-site adhesion testing.ASTM C1193
Maximum Recommended Joint Width25 mm (up to 40 mm with special precautions)Typically 25-50 mm (1-2 in), but requires consultation with manufacturer for widths over 25 mm.ASTM C1193
Backer Rod Compression20 to 25 percentTypically 25 to 50 percent, depending on the backer rod type (open-cell vs closed-cell).General industry practice referenced in guides like ASTM C1193
⚠ Verify details from original standards before use

Key Values0

No quick reference values available for this code yet.

Tables & Referenced Sections

Key Tables
No tables data
Key Clauses
Clause 4.2 - Determination of Pot Life
Clause 5.2 - Determination of Compressive Strength
Clause 5.3 - Determination of Flexural Strength
Clause 5.4 - Determination of Bond Strength (Slant Shear Test)
Clause 5.6 - Determination of Coefficient of Thermal Expansion

Related Resources on InfraLens

Cross-Referenced Codes
IS 516:2021Methods of Tests for Strength of Concrete - P...
→
IS 456:2000Plain and Reinforced Concrete - Code of Pract...
→
IS 383:2016Coarse and Fine Aggregates for Concrete - Spe...
→
IS 2386:1963Methods of Test for Aggregates for Concrete -...
→

Frequently Asked Questions3

What is the primary method to test the bond of a resin repair material to old concrete?+
The slant shear test as per Clause 5.4 is the standard method for determining bond strength.
How is the working time of a resin repair material measured according to this code?+
The working time is determined by measuring the 'Pot Life' as described in Clause 4.2.
Does this standard give acceptable strength values for repair materials?+
No, it only provides the standardized methods for testing. The acceptance criteria must be specified by the designer or in the project specifications, often based on the manufacturer's data.

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