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.
Overview
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.
Audience
Contents
Structure
IS 12654: Scope - Key Dimensions and Tolerances
| Dimension | Size (mm) |
|---|---|
| Length | 700 max, in multiples of 100 |
| Breadth | 75, 100, 125, 150 |
| Height | 300 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.
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.
Key Indian Standards Adjunct to IS 12654 (Clause 2.1):
| IS No. | Title | Year |
|---|---|---|
| IS 1288 | Methods of test for mineral gypsum | 1982 |
| IS 2250 | Code of practice for preparation and use of masonry mortars | 1981 |
| IS 2469 | Glossary of terms relating to gypsum | 1976 |
| IS (1/Sec 1-12) | Methods of test for gypsum plaster, concrete and products: Part 1 Plaster and concrete | 1978 |
| IS 2542 (Part 2/Sec 1-8) | Methods of test for gypsum plaster, concrete and products: Part 2 Gypsum products | 1981 |
| IS 8272 | Specification for gypsum plaster for use in manufacture of fibrous plaster boards | 1984 |
| Dimension | Nominal Size (mm) | Notes |
|---|---|---|
| Length | 700 (max) | In multiples of 100 mm |
| Breadth | 75, 100, 125, 150 | |
| Height | 300 (max) | In multiples of 100 mm |
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
IS 12654 - Definitions: Key Specifications and Dimensions
| Dimension | Value (mm) | Notes |
|---|---|---|
| Length | 700 max | In multiples of 100 mm |
| Breadth | 75, 100, 125, 150 | Standard breadth options |
| Height | 300 max | In multiples of 100 mm |
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.
Purity of Gypsum (IS 12654)
| Parameter | Requirement | Test Reference |
|---|---|---|
| Fineness (passing 150 micron sieve) | Minimum 95% | Annex A |
| Setting Time | 10 to 30 minutes | IS 2542 (Part 1/Sec 1 to 12):1978 |
| Compressive Strength | Minimum 7.0 N/mm² | IS 8272:1984 (Appendix D) |
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.
IS 12654: Preparation of Calcined Gypsum (Gypsum Plaster)
Gypsum plaster must conform to Table 1 (physical and chemical properties). Typical parameters include:
| Property | Requirement |
|---|---|
| Setting time | Initial: 30-45 min; Final: < 60 min |
| Fineness | 90% passing 90-micron sieve |
| Soundness (expansion) | ≤ 3 mm |
| Compressive strength | ≥ 1.5 MPa (after 7 days) |
| Loss on ignition | ≤ 10% |
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.
IS 12654: Physical Requirements Summary
| Dimension | Value (mm) | Notes |
|---|---|---|
| Length | 700 max | In multiples of 100 mm |
| Breadth | 75, 100, 125, 150 | Standard widths |
| Height | 300 max | In multiples of 100 mm |
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.
IS 12654: Key Details on Gypsum Mortar
| Component | Proportion (by mass) | Notes |
|---|---|---|
| Gypsum Plaster | 1 | Conforms to Table 1 |
| Sand | 2 | Clean, well-graded |
| Water | 50% of total mass | For 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.
IS 12654: Light Weight Solid Gypsum Blocks for Non-Load Bearing Walls
| Property | Requirement |
|---|---|
| Compressive Strength | Typically ≥ 3.5 MPa |
| Density | Around 700 - 1000 kg/m³ |
| Water Absorption | ≤ 15% |
| Dimensions | As per IS standard sizes (e.g., 600x200x100 mm) |
[ \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.
IS 12654: Method for Determination of Fineness of Gypsum Blocks
| Step | Procedure |
|---|---|
| 1 | Take 100 g of dried gypsum sample |
| 2 | Sieve continuously on a 150 µm IS sieve for 5 minutes |
| 3 | Break air-set lumps gently by fingers (no rubbing on sieve) |
| 4 | Weigh material retained on sieve |
| 5 | Calculate fineness as: |
[ \text{Fineness (% passing)} = 100 - \left(\frac{\text{Mass retained on 150 µm sieve}}{100}\times 100\right) ]
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.
Frequently Asked
According to IS 12654, Clause 4.1, the minimum purity requirement for low-grade gypsum is:
| Parameter | Requirement |
|---|---|
| Purity of CaSO₄·2H₂O | ≥ 60% |
| Test Method | IS 1288:1982 |
| Common Impurities | Silica, Dolomite, Carbonates |
This ensures the gypsum is adequate for calcination and plaster production under the code of practice.
Calcination of Low-Grade Gypsum as per IS 12654
Note: Low-grade gypsum with purity ≥60% CaSO4·2H2O can be effectively calcined for plaster and blocks.
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Recommended Mix Proportions for Gypsum Mortar (IS 12654)
Application Notes:
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This ensures a durable, workable mortar conforming to IS 12654 standards.
According to IS 12654 and related studies by CBRI:
| Application | Use of Low-Grade Gypsum Blocks |
|---|---|
| Internal Non-Load Bearing Walls | Suitable |
| 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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Compressive Strength Requirements as per IS 12654:
Gypsum Mortar (Clause 7.4.2 & 2.5):
Lightweight Solid Gypsum Blocks (Clause 8 & 1.5):
Additional Notes:
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