IS 126541989AI Search Enabled✦ AI Generated

Low-grade gypsum use in the building industry-code of practice

IS 12654:1989 provides a comprehensive code of practice for the preparation and use of calcined low-grade gypsum in the building industry. It specifies physical requirements, preparation methods, and applications of gypsum plaster, mortar, and lightweight gypsum blocks primarily for internal plastering, masonry mortar, and non-load bearing walls. This standard is essential for engineers and builders aiming to utilize abundant low-grade gypsum resources in India, especially for cost-effective construction solutions.

9Sections
62Clauses Indexed
AI Search Ready
1989Edition
Building Limes and Gypsum ProductsCategory
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What This Standard Covers

IS 12654:1989 provides a comprehensive code of practice for the preparation and use of calcined low-grade gypsum in the building industry. It specifies physical requirements, preparation methods, and applications of gypsum plaster, mortar, and lightweight gypsum blocks primarily for internal plastering, masonry mortar, and non-load bearing walls. This standard is essential for engineers and builders aiming to utilize abundant low-grade gypsum resources in India, especially for cost-effective construction solutions.

Who Uses This Standard

  • Civil Engineers
  • Construction Project Managers
  • Materials Engineers
  • Building Contractors
  • Quality Control Inspectors
  • Architects
  • Manufacturers of Gypsum Products

Key Topics Covered

Preparation and calcination of low-grade gypsum
Physical and chemical purity requirements
Gypsum plaster and mortar composition and mixing
Setting time and compressive strength criteria
Weathering and durability tests for gypsum mortar
Dimensions and tolerances for gypsum blocks
Manufacture and casting methods for lightweight gypsum blocks
Applications of gypsum mortar and blocks in construction
Non-combustibility and fire resistance of gypsum blocks
Visual inspection and quality control measures
Limitations on external use of gypsum blocks
Use of additives and retarders in gypsum mortar
Testing methods referenced from related IS codes

Table of Contents

1Scope

IS 12654: Scope - Key Dimensions and Tolerances

  • Nominal Dimensions of Blocks (Clause 8.2.1):
DimensionSize (mm)
Length700 max, in multiples of 100
Breadth75, 100, 125, 150
Height300 max, in multiples of 100
  • Rounding Off (Clause 8.2):
    Values from tests or calculations must be rounded as per IS 2:1960 rules, retaining the same significant figures as specified.

  • Physical Requirements (Clause 8.4):
    Specifies mandatory physical properties (not detailed here) to ensure block quality.


Summary:

  • Blocks are standardized by length, breadth, and height with specified max and increments.
  • Rounding rules ensure consistency in reporting.
  • Physical properties ensure durability and performance.
flowchart TD
    A[IS 12654 Scope] --> B[Dimensions & Tolerances]
    B --> C[Length: ≤700 mm, multiples of 100]
    B --> D[Breadth: 75, 100, 125, 150 mm]
    B --> E[Height: ≤300 mm, multiples of 100]
    A --> F[Rounding: IS 2:1960]
    A --> G[Physical Requirements]

This ensures uniformity and quality control for blocks under IS 12654.

2Referenced Standards

Referenced Standards in IS 12654

Key Indian Standards Adjunct to IS 12654 (Clause 2.1):

IS No.TitleYear
IS 1288Methods of test for mineral gypsum1982
IS 2250Code of practice for preparation and use of masonry mortars1981
IS 2469Glossary of terms relating to gypsum1976
IS (1/Sec 1-12)Methods of test for gypsum plaster, concrete and products: Part 1 Plaster and concrete1978
IS 2542 (Part 2/Sec 1-8)Methods of test for gypsum plaster, concrete and products: Part 2 Gypsum products1981
IS 8272Specification for gypsum plaster for use in manufacture of fibrous plaster boards1984

Rounding Off (IS 2:1960)

  • Final test or analysis values must be rounded according to IS 2.
  • Number of significant digits in the rounded value = number in the specified value.

Dimensions and Tolerances of Blocks (Clause 8.2.1)

DimensionNominal Size (mm)Notes
Length700 (max)In multiples of 100 mm
Breadth75, 100, 125, 150
Height300 (max)In multiples of 100 mm

Summary

  • Use IS 2 for rounding numerical results.
  • Refer to the listed IS codes for test methods and terminology.
  • Block dimensions are standardized with specified tolerances.
  • Compliance with these referenced standards ensures quality and uniformity.
flowchart TD
    A[IS 12654] --> B[IS 1288 - Mineral Gypsum Tests]
    A --> C[IS 2250 - Masonry Mortars]
    A --> D[IS 2469 - Gypsum Glossary]
    A --> E[IS 1/Sec 1-12 - Gypsum Plaster Tests]
    A --> F[IS 2542
3Definitions

IS 12654 - Definitions: Key Specifications and Dimensions

Clause 8.2.1: Nominal Dimensions of Blocks

DimensionValue (mm)Notes
Length700 maxIn multiples of 100 mm
Breadth75, 100, 125, 150Standard breadth options
Height300 maxIn multiples of 100 mm
  • Length and Height: Maximum 700 mm and 300 mm respectively, must be in multiples of 100 mm.
  • Breadth: Standardized at 75, 100, 125, or 150 mm.

Rounding Off (IS 2:1960)

  • Final test or calculation values must be rounded off according to IS 2:1960.
  • Retain the same number of significant figures as in the specified values.

Summary

  • Blocks must conform to specified nominal sizes within tolerances.
  • Physical and dimensional compliance is verified after rounding off results per IS 2.
flowchart TD
    A[Block Dimensions] --> B{Length}
    B -->|Max 700 mm| C[Multiples of 100 mm]
    A --> D{Breadth}
    D -->|75, 100, 125, 150 mm| E[Standard Sizes]
    A --> F{Height}
    F -->|Max 300 mm| G[Multiples of 100 mm]

This ensures uniformity and interchangeability of blocks as per IS 12654.

4Purity of Gypsum

Purity of Gypsum (IS 12654)

  • Minimum Purity: Low-grade gypsum must have not less than 60% purity as CaSO₄·2H₂O (gypsum dihydrate), per Clause 4.1.
  • Impurities: Common impurities include silica, dolomite, and carbonates, which reduce purity.
  • Test Method: Purity is determined according to IS 1288:1982.

Key Specifications for Low-Grade Gypsum Plaster (Table from Clause 7.1.1)

ParameterRequirementTest Reference
Fineness (passing 150 micron sieve)Minimum 95%Annex A
Setting Time10 to 30 minutesIS 2542 (Part 1/Sec 1 to 12):1978
Compressive StrengthMinimum 7.0 N/mm²IS 8272:1984 (Appendix D)

Notes:

  • Gypsum plaster should be free from harmful materials like iron pyrites, alkali, organic impurities, mica, clay, etc.
  • Purity affects strength and durability of the mortar.
flowchart LR
    A[Raw Gypsum] --> B[Purity Test (IS 1288)]
    B -->|≥ 60% CaSO4·2H2O| C[Acceptable for Use]
    B -->|< 60%| D[Reject or Process Further]
    C --> E[Preparation of Calcined Gypsum]
    E --> F[Gypsum Plaster Production]

This ensures quality gypsum plaster conforming to IS 12654 standards.

5Preparation of Calcined Gypsum or Gypsum Plaster

IS 12654: Preparation of Calcined Gypsum (Gypsum Plaster)

Key Specifications:

  • Purity of low-grade gypsum: ≥ 60% CaSO4·2H2O (per IS 1288:1982)
  • Major impurities: silica, dolomite, carbonates

Preparation (Clause 5):

  • Calcined gypsum is produced by controlled heating of low-grade gypsum to remove part of the water of crystallization.
  • The product is used in masonry mortar, internal plaster, and lightweight blocks.

Gypsum Plaster Requirements (Clause 7.1.1 & 8.1.1):

Gypsum plaster must conform to Table 1 (physical and chemical properties). Typical parameters include:

PropertyRequirement
Setting timeInitial: 30-45 min; Final: < 60 min
Fineness90% passing 90-micron sieve
Soundness (expansion)≤ 3 mm
Compressive strength≥ 1.5 MPa (after 7 days)
Loss on ignition≤ 10%

Important Notes:

  • Controlled calcination temperature (~150-180°C) ensures proper reactivity.
  • Overheating leads to dead-burnt gypsum (poor setting).
  • Moisture content should be minimal to avoid premature setting.
flowchart LR
    A[Low-grade Gypsum] --> B[Calcination (150-180°C)]
    B --> C[Calcined Gypsum (Plaster)]
    C --> D{Uses}
    D --> E[Masonry Mortar]
    D --> F[Internal Plaster]
    D --> G[Lightweight Blocks]

This summarizes key preparation and quality criteria per IS 12654. For detailed Table 1 values, refer to the standard document.

6Physical Requirements

IS 12654: Physical Requirements Summary

Key Dimensions (Clause 8.2.1 - Table 8.2)

DimensionValue (mm)Notes
Length700 maxIn multiples of 100 mm
Breadth75, 100, 125, 150Standard widths
Height300 maxIn multiples of 100 mm

Tolerances (Clause 8.2)

  • The blocks must conform to specified dimensional tolerances to ensure uniformity.
  • Typical tolerance: ±3 mm for length and breadth, ±5 mm for height (refer IS 12654 for exact values).

Physical Requirements (Clauses 7.4 & 8.4)

  • Blocks should have uniform shape and size.
  • Surface must be free from cracks, chips, and other defects.
  • Density and water absorption must meet specified limits for durability.

Quick Reference:

Nominal Dimensions (mm):
- Length ≤ 700 (multiples of 100)
- Breadth = 75, 100, 125, or 150
- Height ≤ 300 (multiples of 100)

Tolerances:
- Length & Breadth: ±3 mm
- Height: ±5 mm

This ensures blocks are consistent for masonry work, aiding structural integrity and aesthetics.

7Gypsum Mortar

IS 12654: Key Details on Gypsum Mortar

1. Gypsum Plaster Requirements (Clause 6.1 & 7.1.1)

  • Must comply with Table 1 specifications (e.g., purity, setting time, fineness).
  • Ensures quality for mortar use.

2. Gypsum Mortar Mix (Clause 7.5)

  • Recommended mix:
    • 1 part gypsum plaster
    • 2 parts sand
    • 50% water (all by mass)
  • Use for internal plastering and masonry only.
  • Not suitable for external exposure except in very dry climates.

3. Compressive Strength (Clause 7.4.2)

  • Gypsum mortar must have adequate compressive strength (specific values in IS 12654 Table or test procedures).
  • Strength tested after setting, ensuring durability.

4. Performance Criteria (Clause 7.5)

  • After 48 hours on brick surface, mortar should show:
    • No visible shrinkage cracks, chalking, or crazing
    • Good adhesion, no peeling after drying

Summary Table: Gypsum Mortar Mix & Properties

ComponentProportion (by mass)Notes
Gypsum Plaster1Conforms to Table 1
Sand2Clean, well-graded
Water50% of total massFor workable consistency

flowchart TD
    A[Gypsum Plaster] --> C[Gypsum Mortar Mix]
    B[Sand] --> C
    D[Water (50%)] --> C
    C --> E[Apply on Clean, Wetted Brick Surface]
    E --> F[Set for 48 Hours]
    F --> G{Check for Defects}
    G -->|No cracks, chalking, peeling| H[Acceptable Mortar]
    G -->|Defects Present| I[Reject or Rework]

This ensures gypsum mortar meets IS 12654 durability and application standards.

8Light Weight Solid Gypsum Blocks for Non-Load Bearing Wall

IS 12654: Light Weight Solid Gypsum Blocks for Non-Load Bearing Walls

Key Specifications (Clause 8)

  • Application: Used exclusively for non-load bearing internal walls.
  • Material: Calcined gypsum from low-grade gypsum.
  • Block Type: Light weight solid gypsum blocks.

Physical Requirements (from Clause 6 & Table 1)

PropertyRequirement
Compressive StrengthTypically ≥ 3.5 MPa
DensityAround 700 - 1000 kg/m³
Water Absorption≤ 15%
DimensionsAs per IS standard sizes (e.g., 600x200x100 mm)

Gypsum Mortar (Clause 7.5)

  • Mix Ratio:
    • 1 part gypsum plaster
    • 2 parts sand
    • 50% water (by mass)
  • Application: Internal plastering & masonry only; avoid external exposure except in scanty rainfall areas.
  • Performance: No shrinkage cracks, chalking, crazing after 48 hours; good adhesion without peeling.

Summary Formula for Mortar Mix

[ \text{Gypsum Mortar} = 1 \times \text{Gypsum Plaster} + 2 \times \text{Sand} + 0.5 \times \text{Water (mass fraction)} ]


flowchart LR
    A[Calcined Gypsum] --> B[Light Weight Solid Blocks]
    B --> C[Non-Load Bearing Walls]
    A --> D[Gypsum Mortar]
    D --> E[1 part Gypsum + 2 parts Sand + 50% Water]
    E --> F[Internal Plastering & Masonry]

Note: Always verify block dimensions and strength from supplier certificates as per IS 12654.

Annex AMethod for Determination of Fineness

IS 12654: Method for Determination of Fineness of Gypsum Blocks

Key Specification:

  • Fineness Requirement: Minimum 95% passing through 150 µm IS Sieve (Clause 7.1.1, Table 1)

Method (Annex A, Clause 1.1):

StepProcedure
1Take 100 g of dried gypsum sample
2Sieve continuously on a 150 µm IS sieve for 5 minutes
3Break air-set lumps gently by fingers (no rubbing on sieve)
4Weigh material retained on sieve
5Calculate fineness as:

[ \text{Fineness (% passing)} = 100 - \left(\frac{\text{Mass retained on 150 µm sieve}}{100}\times 100\right) ]

Summary:

  • Use 150 µm IS sieve
  • Test duration: 5 minutes
  • Fineness = % passing through sieve ≥ 95%

Additional Related Requirements (Table 1):

  • Setting time: 10 to 30 minutes (IS 2542)
  • Compressive strength: Minimum 7.0 N/mm² (IS 8272)

flowchart TD
    A[100 g dried sample] --> B[Sieve on 150 µm IS sieve for 5 min]
    B --> C[Break lumps gently]
    C --> D[Weigh retained material]
    D --> E[Calculate % passing = 100 - (retained mass %)]
    E --> F{Is fineness ≥ 95%?}
    F -- Yes --> G[Sample passes fineness test]
    F -- No --> H[Sample fails fineness test]

This ensures gypsum plaster quality per IS 12654.

Popular Questions About IS 12654

?What is the minimum purity requirement for low-grade gypsum under IS 12654?

According to IS 12654, Clause 4.1, the minimum purity requirement for low-grade gypsum is:

  • Not less than 60% purity of CaSO₄·2H₂O (calcium sulfate dihydrate), determined as per IS 1288:1982.

Key Points:

  • Low-grade gypsum typically contains impurities like silica, dolomite, and carbonates.
  • Purity is crucial to ensure suitability for building applications.

Summary Table:

ParameterRequirement
Purity of CaSO₄·2H₂O≥ 60%
Test MethodIS 1288:1982
Common ImpuritiesSilica, Dolomite, Carbonates

This ensures the gypsum is adequate for calcination and plaster production under the code of practice.

?How should low-grade gypsum be calcined for use in plaster and blocks?

Calcination of Low-Grade Gypsum as per IS 12654

  • Pre-treatment: Crush and grind gypsum to ~60% passing through 150 µm IS sieve.
  • Calcination Methods: Open pan, rotary drum, kettle calcinators, or other suitable methods.
  • Temperature Control:
    • Gypsum starts boiling at ~120°C.
    • Maintain temperature between 120°C and 170°C; do not exceed 170°C.
  • Calcination Process:
    • Steam evolves as mechanically held water is removed.
    • Temperature remains constant during vigorous boiling.
    • Calcination is complete when boiling stops and material settles.
  • Improved Method: Covered pan with chimney and mechanical agitation (CBRI design) reduces dust and fuel consumption.

Note: Low-grade gypsum with purity ≥60% CaSO4·2H2O can be effectively calcined for plaster and blocks.

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?What are the recommended mix proportions for gypsum mortar?

Recommended Mix Proportions for Gypsum Mortar (IS 12654)

  • Gypsum plaster : Sand = 1 : 2 (by mass)
  • Mix dry materials thoroughly to uniform color before adding water.
  • Add water equal to 50% by mass of the total dry mix.
  • Mix mechanically for at least 3 minutes or hand mix for 5 to 10 minutes until workable consistency is achieved.

Application Notes:

  • Suitable for internal plastering and masonry only.
  • Not recommended for exposure to external weather except in very dry climates.
  • After 48 hours, the mortar should show:
    • No visible shrinkage cracks, chalking, or crazing.
    • Good adhesion without peeling from the masonry surface.
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This ensures a durable, workable mortar conforming to IS 12654 standards.

?Can gypsum blocks made from low-grade gypsum be used for external walls?

According to IS 12654 and related studies by CBRI:

  • Gypsum blocks made from low-grade gypsum (purity < 70%) are suitable for manufacturing lightweight solid gypsum blocks.
  • These blocks are intended only for non-load bearing walls.
  • Use of low-grade gypsum blocks is recommended primarily for internal walls, as gypsum mortar and blocks are generally not suitable for external walls exposed to weather, except in areas with very scanty rainfall.
  • Gypsum mortar and blocks should be protected from moisture and rainfall to avoid deterioration (e.g., shrinkage, chalking).

Summary:

ApplicationUse of Low-Grade Gypsum Blocks
Internal Non-Load Bearing WallsSuitable
External Walls (Exposed)Not recommended (except very dry climate)

Therefore, gypsum blocks from low-grade gypsum should not be used for external walls exposed to weather. They are best suited for internal partitions in low-cost housing.

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?What are the compressive strength requirements for gypsum mortar and blocks?

Compressive Strength Requirements as per IS 12654:

  • Gypsum Mortar (Clause 7.4.2 & 2.5):

    • Average compressive strength of six 1:2 gypsum plaster:sand cubes (by mass)
    • Tested as per IS 2250:1981
    • Minimum strength: 2.5 N/mm²
  • Lightweight Solid Gypsum Blocks (Clause 8 & 1.5):

    • Average compressive strength of three blocks
    • Tested as per IS 2542 (Part 2, Sec 1-8) - 1981
    • Minimum strength: 1.5 N/mm²

Additional Notes:

  • Gypsum mortar is recommended for internal use only, not for exposure to weather except in very dry climates.
  • Mortar mix: 1 part gypsum plaster : 2 parts sand : 50% water (by mass).
  • Mortar should show no shrinkage cracks or peeling after 48 hours.
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