IS 4031 Part 12 (1988) specifies the standardized procedure for determining the air content in hydraulic cement mortar, which is critical for assessing the quality and performance of masonry cement and mortars. This method ensures consistent evaluation of air entrainment, impacting mortar durability and workability. It is essential for engineers, quality control professionals, and laboratories involved in cement testing and construction material evaluation.
Overview
IS 4031 Part 12 (1988) specifies the standardized procedure for determining the air content in hydraulic cement mortar, which is critical for assessing the quality and performance of masonry cement and mortars. This method ensures consistent evaluation of air entrainment, impacting mortar durability and workability. It is essential for engineers, quality control professionals, and laboratories involved in cement testing and construction material evaluation.
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Structure
IS 4031 Part 12 – Scope: Key Specifications & Tables
Rounding off results:
Final test/analysis values must be rounded as per IS 2-1960, retaining the same significant figures as the specified value (Clause 0.4).
Standard Weights & Permissible Variations (Clause 5.3, Table 1):
| Weight (g) | Permissible Variation (± g) |
|---|---|
| 500 | 0.35 |
| 300 | 0.30 |
| 250 | 0.25 |
| 200 | 0.20 |
| 100 | 0.15 |
| 50 | 0.10 |
| 20 | 0.05 |
| 10 | 0.04 |
| 5 | 0.03 |
| 2 | 0.02 |
| 1 | 0.01 |
Mass of 400 ml Mortar (Clause 6.2):
After determining water quantity for flow (80–95% with 10 drops in 6 s), remix the mortar for 15 s before testing mass.
Apparatus Specifications:
This scope ensures standardized measurement precision and apparatus conformity for cement testing.
IS 4031 Part 12: Sampling and Selection of Test Specimens
Sampling Method:
Samples of cement must be taken as per IS 3535-1986 (Methods of sampling hydraulic cements). This ensures representativeness.
Sample Preparation:
The representative cement sample should be thoroughly mixed before testing to ensure uniformity.
| Step | Specification/Standard | Notes |
|---|---|---|
| Sampling of Cement | IS 3535-1986 | Representative, random sampling method |
| Sample Mixing | IS 4031 Part 12 Clause 2.1 | Thorough mixing before testing |
| Result Rounding | IS 2-1960 | Round off results as per significant figures |
If you need detailed sampling procedures or test specimen sizes, refer directly to IS 3535 and the relevant cement standard.
IS 4031 Part 12: Temperature and Humidity Requirements
Temperature Control:
Humidity Control:
Sampling:
Rounding Off Results:
Weights for Cement Testing (Clause 5.3, Table 1):
| Weight (g) | Permissible Variation (± g) |
|---|---|
| 500 | 0.35 |
| 300 | 0.30 |
| 250 | 0.25 |
| 200 | 0.20 |
| 100 | 0.15 |
| 50 | 0.10 |
| 20 | 0.05 |
| 10 | 0.04 |
| 5 | 0.03 |
| 2 | 0.02 |
| 1 | 0.01 |
This ensures accuracy in weighing cement samples for tests.
flowchart TD
A[Maintain Temperature 27 ± 2℃] --> B[Dry Materials & Water]
A --> C[Moulding Room]
D[Maintain Humidity 65 ± 5%] --> E[Laboratory Environment]
F[Sampling as per IS 3535-1986] --> G[Representative Sample]
G --> H[Thorough Mixing]
I[Weighing Cement] --> J[Use weights with permissible variation]
Summary: Strict control of temperature and humidity ensures consistent test conditions for cement. Accurate sampling and weighing per IS codes are critical for reliable results.
IS 4031 Part 12: Standard Sand Specifications
| Weight (g) | Permissible Variation (± g) |
|---|---|
| 500 | 0.35 |
| 300 | 0.30 |
| 250 | 0.25 |
| 200 | 0.20 |
| 100 | 0.15 |
| 50 | 0.10 |
| 20 | 0.05 |
| 10 | 0.04 |
| 5 | 0.03 |
| 2 | 0.02 |
| 1 | 0.01 |
flowchart LR
A[Standard Sand (IS 650)] --> B[Prepare Mortar]
B --> C[Adjust Water Content]
C --> D[Measure Flow (80-95%)]
D --> E[Determine Mass of 400 ml Mortar]
E --> F[Perform Cement Tests]
This ensures uniformity in cement testing as per IS 4031 Part 12.
IS 4031 Part 12 - Apparatus Key Points
Permissible variation on weights used for weighing cement:
| Weight (g) | Permissible Variation (± g) |
|---|---|
| 500 | 0.35 |
| 300 | 0.30 |
| 250 | 0.25 |
| 200 | 0.20 |
| 100 | 0.15 |
| 50 | 0.10 |
| 20 | 0.05 |
| 10 | 0.04 |
| 5 | 0.03 |
| 2 | 0.02 |
| 1 | 0.01 |
This ensures accuracy and consistency in testing cement using standardized apparatus and procedures.
IS 4031 Part 12: Preparation of Mortar & Determination of Mass
[ A = \frac{V - \frac{M_m}{D}}{V} \times 100 ]
Where:
| Symbol | Meaning | Unit |
|---|---|---|
| (A) | Percentage air content by volume | % |
| (M_m) | Mass of 400 ml mortar | g |
| (D) | Density of air-free mortar | g/cm³ |
| (M_1) | Mass of cement | g |
| (M_2) | Mass of standard sand | g |
| (V_w) | Volume of water used | cm³ |
| (S_1) | Density of cement | g/cm³ |
| (S_2) | Density of standard sand | g/cm³ |
| (V) | Volume of mortar (400 ml) | cm³ (400 ml) |
Density of air-free mortar:
[ D = \frac{M_1 + M_2 + V_w}{\frac{M_1}{S_1} + \frac{M_2}{S_2} + V_w} ]
| Step | Formula/Value |
|---|---|
| Density of mortar, (D) | (D = \frac{M_1 + M_2 + V_w}{\frac{M_1}{S_1} + \frac{M_2}{S_2} |
IS 4031 Part 12: Calculation & Reporting of Air Content of Hydraulic Cement Mortar
[ A = \frac{(D - M_m)}{D} \times 100 ]
Where:
Density ( D ) is calculated as:
[ D = \frac{M_1 + M_2 + V_w}{\frac{M_1}{S_1} + \frac{M_2}{S_2} + V_w} ]
Where:
| Symbol | Description | Unit |
|---|---|---|
| ( M_1 ) | Mass of cement | g |
| ( M_2 ) | Mass of standard sand | g |
| ( V_w ) | Volume of water used | cm³ |
| ( S_1 ) | Density of cement | g/cm³ |
| ( S_2 ) | Density of standard sand | g/cm³ |
| Parameter | Typical Values |
|---|---|
| Volume of mortar | 400 ml |
| Air content range | Usually 0.5% to 5% |
| Accuracy | ±0.1% air content |
flowchart LR
Cement(Mass M1) -->|Density S1| DensityCalc
Sand(Mass M2) -->|Density S2| DensityCalc
Water(Volume Vw) --> DensityCalc
DensityCalc --> CalculateD(D)
MortarMass(Mm) --> CalculateA
CalculateD --> CalculateA
CalculateA --> AirContent(A%)
References:
Frequently Asked
Preparation of Hydraulic Cement Mortar for Air Content Testing as per IS 4031 Part 12:
Summary:
| Parameter | Requirement |
|---|---|
| Reference | IS 4031 Part 7 (1988) |
| Flow Table Drops | 10 drops in 6 seconds |
| Required Flow Range | 80% to 95% flow on flow table |
This controlled flow ensures uniformity in mortar consistency for reliable air content testing.
According to IS 4031 Part 12 (1988) for determination of air content of hydraulic cement mortar, the following apparatus and equipment are mandatory:
The standard emphasizes use of standardized, calibrated equipment to ensure reproducibility and accuracy. The air meter must comply with specifications referenced in related IS standards for cement testing equipment.
| Equipment | Purpose |
|---|---|
| Air Content Meter | Measure air content by pressure |
| Mortar Mixer | Prepare uniform mortar |
| Measuring Containers | Accurate measurement of materials |
| Tamping Rod/Vibrator | Compact mortar in air meter |
| Balance | Weigh cement and water |
| Stopwatch | Timing mixing and testing |
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This ensures accurate determination of air content in hydraulic cement mortar per IS 4031 Part 12.
Calculation and Reporting of Air Content in Hydraulic Cement Mortar (IS 4031 Part 12)
[ A = \frac{D - \frac{M_m}{V}}{D} \times 100 ]
Where:
| Symbol | Description |
|---|---|
| (A) | Percentage of entrained air by volume (%) |
| (M_m) | Mass of 400 ml mortar (g) |
| (D) | Density of air-free mortar (g/cm³) |
| (M_1) | Mass of cement (g) |
| (M_2) | Mass of standard sand (g) |
| (V_w) | Volume of water used (cm³) |
| (S_1) | Density of cement (g/cm³) |
| (S_2) | Density of standard sand (g/cm³) |
[ D = \frac{M_1 + M_2 + V_w}{\frac{M_1}{S_1} + \frac{M_2}{S_2} + V_w} ]
Summary:
This method ensures accurate evaluation of mortar air content for masonry quality control.
According to IS 4031 Part 12, the environmental conditions during testing must be strictly controlled:
These conditions ensure consistency and accuracy in determining the air content of hydraulic cement mortar.
| Parameter | Required Condition |
|---|---|
| Temperature | 27 ± 2°C |
| Relative Humidity | 65 ± 5% |
Maintaining these conditions minimizes variations in test results due to environmental factors.
IS 4031 Part 12 is part of a series of standards detailing physical test methods for hydraulic cement. Its role and relation to other IS codes are:
This modular approach ensures clarity: chemical tests (IS 4032), physical tests (IS 4031 parts), and equipment specs (other IS codes) collectively govern cement testing.
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