This standard delineates prescribed test procedures for materials utilized in producing magnesium oxychloride flooring mixtures. It emphasizes evaluating physical and chemical characteristics such as carbon dioxide content, setting duration, flexural strength, compressive strength, and resin proportion, facilitating quality control and performance assurance of calcined magnesite and associated fillers.
Overview
This standard delineates prescribed test procedures for materials utilized in producing magnesium oxychloride flooring mixtures. It emphasizes evaluating physical and chemical characteristics such as carbon dioxide content, setting duration, flexural strength, compressive strength, and resin proportion, facilitating quality control and performance assurance of calcined magnesite and associated fillers.
Audience
Contents
Structure
Scope & Overview of IS 10132
| Property | Clause Number |
|---|---|
| Carbon dioxide | 2 |
| Fineness | 3 |
| Setting time | 4 |
| Modulus of rupture | 5 |
| Linear dimensional change | 6 |
| Bulk density | 7 |
| Resin content | 8 |
| Moisture content | 9 |
| Hardness | 10 |
| Compressive strength | 11 |
| Parameter | Unit | Symbol |
|---|---|---|
| Length | metre | m |
| Mass | kilogram | kg |
| Time | second | s |
| Force | newton | N |
| Pressure / Stress | pascal | Pa |
| Energy | joule | J |
[ 1, \text{N} = 1, \text{kg} \cdot \text{m/s}^2 ]
This section summarizes the scope, main testing clauses, units, and an example test method as outlined in IS 10132.
| Quantity | Unit | Symbol | Description |
|---|---|---|---|
| Force | newton | N | 1 N = 1 kg·m/s² |
| Energy | joule | J | 1 J = 1 N·m |
| Pressure/Stress | pascal | Pa | 1 Pa = 1 N/m² |
flowchart TB
A[Test Block in Mold] --> B[Plate]
B --> C[Rod with Plunger]
C --> D[Lower Slowly and Release]
D --> E[Plunger Penetrates Test Block]
This configuration and methodology ensure consistent measurement of magnesite mix consistency according to IS 10132.
IS 10132: Sampling and Sample Preparation Highlights
Note: Mechanical sieving is permissible if particle breakage is prevented.
| Parameter | Specification |
|---|---|
| Sieve sizes | 150 µm and 75 µm IS sieves |
| Effective sieve diameter | 75 mm |
| Sieving time (150 µm) | 5 minutes |
| Sieving time (75 µm) | 15 minutes |
| Drying temperature | 105 ± 2 °C |
| Drying duration | 1 hour |
flowchart TD
A[Sample Collection] --> B[Weigh Sample]
B --> C[Sieving with 150 µm IS Sieve]
C --> D[Sieving with 75 µm IS Sieve]
D --> E[Drying and Weighing]
IS 10132: Carbon Dioxide Content Measurement
[ \text{CO}_2 % = \frac{\text{Weight increase of absorption tubes (g)}}{\text{Sample weight (g)}} \times 100 ]
| Parameter | Details |
|---|---|
| Sample weight | Around 2.5 g |
| Volume of distilled water | 20 - 40 ml |
| Hydrochloric acid dilution | 1:4 |
| Volume of HCl used | 40 ml |
| Initial air passing duration | Until absorption tubes stabilize |
| Heating duration | 30-40 min plus 2-3 min boiling |
| Final air passing duration | 20 min |
| Cooling time for tubes | 30 min |
flowchart LR
A[Sample + Water in Flask] --> B[Seal with Stopper & Condenser]
B --> C[Pass Air Until Tube Weights Stabilize]
C --> D[Add HCl (1:4) through Funnel]
D --> E[Heat to Release CO₂ Gas]
E --> F[Gas Passes through Sulfuric Acid Bubbler]
F --> G[Boil for 2-3 Minutes]
G --> H[Pass Air Again for 20 Minutes]
H --> I[Cool Tubes for 30 Minutes]
I --> J[Weigh Tubes & Calculate CO₂ Content]
This method ensures precise quantification of carbon dioxide in magnesite samples.
Modulus of Rupture Evaluation (IS 10132)
The modulus of rupture (R) quantifies the bending strength of calcined magnesite paste.
[ R = \frac{W \times l}{b \times d^2} ]
Where:
| Parameter | Symbol | Typical Value | Units |
|---|---|---|---|
| Breaking load | W | Measured | kg |
| Span length | l | 28 | cm |
| Beam width | b | 2.5 | cm |
| Beam depth | d | 2.5 | cm |
| Modulus of rupture | R | Calculated | kg/cm² |
flowchart LR
A[Prepare 6 Beam Specimens] --> B[Mix with MgCl₂ Solution]
B --> C[Cast Beams with Dimensions b x d x l]
C --> D[Test at 7 and 28 Days]
D --> E[Apply Load until Failure]
E --> F[Record Failure Load W]
F --> G[Calculate R Using Formula]
This procedure ensures reliable flexural strength assessment as per IS 10132.
IS 10132: Linear Dimensional Change Assessment
Reference Age: Length change is expressed relative to the length at 24 hours (Clause 6.5.2).
Linear Change (%) Calculation (Clause 5.4):
[ \text{Linear Change} (%) = \frac{L_t - L_{24}}{L_{24}} \times 100 ]
Where:
(L_t) = Length at test age (e.g., 7 or 28 days)
(L_{24}) = Length at 24 hours
Reporting: Average results of six specimens at 7 and 28 days should be reported (Clause 5.5.1).
| Parameter | Specification |
|---|---|
| Reference length age | 24 hours |
| Test ages for reporting | 7 days, 28 days |
| Number of specimens | 6 specimens (average reported) |
| Measurement accuracy | ± 0.025 mm (1/40 mm) |
| Expression of change | Percentage relative to 24-hour length |
flowchart LR
A[Measure Length at 24 hrs (L₍₂₄₎)] --> B[Measure Length at Test Age (Lₜ)]
B --> C[Calculate Linear Change Percentage]
C --> D[Report Average of Six Specimens at 7 & 28 Days]
This protocol guarantees accurate monitoring of dimensional changes in magnesite mixes.
IS 10132: Bulk Density Measurement for Calcined Magnesite
Definition (Clause 7.1): Bulk density (c1) represents mass per volume unit of calcined magnesite, expressed in kg/L.
Measurement Method (Clause 7.4.1): Bulk density calculated as specimen weight divided by its volume.
Units:
Dimension Measurement (Clause 6.5): Use measuring microscope to measure distances between reference points 6.5 to 9.5 mm from specimen ends.
[ \rho = \frac{W}{V} ]
Where:
flowchart LR
A[Weigh Sample (W)] --> B[Measure Volume (V)]
B --> C[Calculate Bulk Density (ρ = W/V)]
C --> D[Express Result in kg/L]
Summary:
Resin Content Determination (IS 10132 - Clause 8.2.1.2)
To calculate the resin percentage in fillers (oven-dried basis):
[ \text{Resin Content (%)} = \frac{D - X}{D} \times 100 ]
Where:
Refer to Clauses 7.4.1 and Fig. 3 for apparatus details related to bulk density and moisture content measurements.
flowchart LR
A[2 g Sample] --> B[Resin Extraction]
B --> C[Weigh Residue (X g)]
A --> D[Oven Dry Sample]
D --> E[Weigh Oven-Dried Sample (D g)]
C & E --> F[Calculate Resin Content % = ((D - X)/D)*100]
IS 10132: Moisture Content Determination in Fillers
[ \text{Moisture Content} = \frac{W_{\text{wet}} - W_{\text{dry}}}{W_{\text{wet}}} \times 100 ]
Where:
[ \text{Resin Content} = \frac{D - X}{D} \times 100 ]
flowchart TD
A[Weigh Wet Sample (W_wet)] --> B[Oven Dry at 105°C]
B --> C[Weigh Dry Sample (W_dry)]
C --> D[Calculate Moisture Content]
D --> E[Apply Formula: ((W_wet - W_dry)/W_wet) * 100]
This procedure assures precise moisture and resin content evaluation in filler materials.
IS 10132: Hardness Evaluation - Specifications and Criteria
Clause 10.2.3: Hardness is acceptable if the mean diameter difference between tests 10.2.1 and 10.2.2 does not exceed 0.5 mm.
Testing Approach (Clause 10.2): Hardness of floor finish is assessed by comparison with a reference pattern using abrasion or indentation methods described in 10.2.1 and 10.2.2.
| Parameter | Requirement |
|---|---|
| Mean diameter difference | ≤ 0.5 mm between test methods 10.2.1 & 10.2.2 |
| Test procedures | As outlined in Clauses 10.2.1 & 10.2.2 |
| Reference | Pattern sample or agreed reference surface |
For formulas or tabulated data related to compressive strength or other properties, please specify your requirements.
IS 10132: Compressive Strength Assessment of Calcined Magnesite
[ \text{Compressive Strength (kg/cm}^2) = \frac{\text{Failure Load (kg)}}{\text{Cross-sectional Area (cm}^2)} ]
[ \text{Area} = 7.06 \times 7.06 = 49.84 \text{ cm}^2 ]
| Parameter | Specification |
|---|---|
| Cube size | 70.6 mm × 70.6 mm × 70.6 mm |
| Number of cubes tested | 6 |
| Cross-sectional area | 49.84 cm² |
| Units | kg/cm² |
flowchart TD
A[Prepare 6 Cubes (70.6 mm)] --> B[Cure and Store as per Clauses 11.3.2-11.3.3]
B --> C[Perform Compression Test]
C --> D[Compute Strength = Load / 49.84 cm²]
D --> E[Average Results of 6 Cubes]
E --> F[Report Final Compressive Strength]
This ensures consistent and reliable strength evaluation in accordance with IS 10132.
IS 10132: Reporting Results and Data Analysis Overview
| Test | Clause Reference |
|---|---|
| Carbon dioxide | 2 |
| Fineness | 3 |
| Setting time | 4 |
| Modulus of rupture | 5 |
| Linear change | 6 |
| Bulk density | 7 |
| Resin content | 8 |
| Moisture content | 9 |
| Hardness | 10 |
| Compressive strength | 11 |
| Quantity | Unit | Symbol | Description |
|---|---|---|---|
| Length | metre | m | |
| Mass | kilogram | kg | |
| Time | second | s | |
| Force | newton | N | 1 N = 1 kg·m/s² |
| Pressure / Stress | pascal | Pa | 1 Pa = 1 N/m² |
| Energy | joule | J | 1 J = 1 N·m |
flowchart TD
A[Obtain Test Sample] --> B[Execute Test]
B --> C{Identify Test Type}
C -->|Carbon Dioxide| D[Measure CO₂ Percentage]
C -->|Fineness| E[Weigh Sieved Residues]
C -->|Setting Time| F[Record Setting Duration]
D --> G [...]
Frequently Asked
IS 10132: Sample Sizes and Preparation for Calcined Magnesite Tests
Sample Sizes:
Preparation Techniques:
This ensures consistent and precise evaluation of particle size and strength in calcined magnesite.
Per IS 10132, carbon dioxide content in magnesite is determined by a gas absorption method:
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This method provides an accurate quantification of CO₂ content.
Determining Setting Time and Modulus of Rupture (IS 10132)
Setting Time:
Modulus of Rupture:
| Test Parameter | Procedure Highlights |
|---|---|
| Final Setting Time | Vicat needle F test; final set when no penetration |
| Modulus of Rupture | Flexural strength test on cured paste |
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These procedures correspond to Clauses 4.1, 4.5.1, and 5.1.
Resin Content Quantification in Fillers (IS 10132 - Clause 8.2.1.2)
Resin content is determined by the weight difference method:
Calculate resin content (%) as:
[ \text{Resin Content (%)} = \frac{D - X}{D} \times 100 ]
Where:
Standard Curing and Testing Conditions for Compressive Strength (IS 10132)
Testing Schedule:
Calculation of Compressive Strength:
[ \text{Compressive Strength} = \frac{\text{Breaking Load (kg)}}{\text{Cross-sectional Area (cm}^2)} ]
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This regimen ensures consistent and standardized strength testing.
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