IS 4031 Part 121988AI Search Enabled✦ AI Generated

Methods of physical tests for hydraulic cement, Part 12: Determination of air content of hydraulic cement mortar

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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44Clauses Indexed
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1988Edition
Cement Concrete Aggregates and RCCCategory
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What This Standard Covers

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.

Who Uses This Standard

  • Civil Engineers
  • Quality Control Engineers
  • Materials Testing Laboratory Technicians
  • Construction Project Managers
  • Concrete Technologists
  • Masonry Contractors
  • Research and Development Engineers in Cement Industry

Key Topics Covered

Sampling and selection of test specimens
Preparation of hydraulic cement mortar
Use of standard sand and water for mortar mixing
Apparatus specifications including cylinder measure, balance, tamping rod, planetary mixer, and flow table
Environmental conditions for testing (temperature and humidity control)
Procedure for determining mass of mortar
Calculation of air content in mortar
Density determination of cement and mortar
Permissible variations in weights and balances
Rounding off numerical results
Reference to related IS standards for equipment and materials
Reporting and interpretation of test results

Table of Contents

1Scope

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)
5000.35
3000.30
2500.25
2000.20
1000.15
500.10
200.05
100.04
50.03
20.02
10.01
  • 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:

    • Flow table per IS 5512-1983 (Clause 5.5)
    • Planetary mixer, moulds, and other apparatus as per referenced IS standards.

This scope ensures standardized measurement precision and apparatus conformity for cement testing.

2Sampling and Selection of Test Specimens

IS 4031 Part 12: Sampling and Selection of Test Specimens

Key Points from Clause 2: Sampling and Selection

  • 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.

Additional Notes:

  • Sampling should follow the relevant cement type standard to maintain consistency.
  • The final test results must be rounded off according to IS 2-1960, maintaining the same number of significant figures as specified.

Summary Table: Sampling & Specimen Selection

StepSpecification/StandardNotes
Sampling of CementIS 3535-1986Representative, random sampling method
Sample MixingIS 4031 Part 12 Clause 2.1Thorough mixing before testing
Result RoundingIS 2-1960Round 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.

3Temperature and Humidity Requirements

IS 4031 Part 12: Temperature and Humidity Requirements

  • Temperature Control:

    • Moulding room, dry materials, and water must be maintained at 27 ± 2℃ (Clause 3.1).
  • Humidity Control:

    • Laboratory relative humidity should be 65 ± 5% (Clause 3.1).
  • Sampling:

    • Cement samples must follow IS 3535-1986 for representative sampling and thorough mixing before testing (Clause 2.1).
  • Rounding Off Results:

    • Test results should be rounded as per IS 2-1960, maintaining the same significant figures as specified (Clause 0.4).
  • Weights for Cement Testing (Clause 5.3, Table 1):

Weight (g)Permissible Variation (± g)
5000.35
3000.30
2500.25
2000.20
1000.15
500.10
200.05
100.04
50.03
20.02
10.01

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.

4Standard Sand

IS 4031 Part 12: Standard Sand Specifications

  • Standard Sand: Must conform to IS 650:1966 - Specification for standard sand for testing cement.
  • Key Characteristics of IS 650 Sand:
    • Grain size: 90% passing 600 microns, retained on 150 microns.
    • Fineness modulus: 2.75 to 3.00.
    • Silt content: Less than 1%.
    • Shape: Rounded grains.
  • Cylinder Measure: Use as per IS 11263:1985 for measuring mortar volume (typically 200 ml or 400 ml).
  • Mass of Mortar for 400 ml: Determined after mixing water adjusted for flow (80-95% flow with 10 drops in 6 s).
  • Permissible Variation on Weights (for weighing cement):
Weight (g)Permissible Variation (± g)
5000.35
3000.30
2500.25
2000.20
1000.15
500.10
200.05
100.04
50.03
20.02
10.01

Summary of Use:

  • Use IS 650 sand for all cement mortar tests to ensure consistency.
  • Weigh cement with calibrated weights within permissible variation.
  • Adjust water content to achieve standard flow before testing.
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.

5Apparatus

IS 4031 Part 12 - Apparatus Key Points

1. Standard Weights (Clause 5.3 & Table 1)

Permissible variation on weights used for weighing cement:

Weight (g)Permissible Variation (± g)
5000.35
3000.30
2500.25
2000.20
1000.15
500.10
200.05
100.04
50.03
20.02
10.01

2. Flow Table and Accessories (Clause 5.5)

  • Must conform to IS 5512:1983.
  • Used for determining flow of mortar (80-95% flow with 10 drops in 6 seconds).

3. Mortar Mixing (Clause 6.2)

  • After determining water quantity for desired flow, remix mortar for 15 seconds.
  • Use planetary mixer as per specified standards.

4. Rounding Off Results

  • Follow IS 2:1960 for rounding test results.
  • Maintain significant digits as per standard values.

This ensures accuracy and consistency in testing cement using standardized apparatus and procedures.

6Preparation of Mortar and Determination of Mass

IS 4031 Part 12: Preparation of Mortar & Determination of Mass


1. Preparation of Mortar (Clause 6.1)

  • Prepare mortar as per IS 4031 Part 7, but adjust water to produce flow of 80-95% with 10 drops in 6 seconds on the flow table.
  • Use planetary mixer and flow table conforming to IS specifications.

2. Determination of Mass of 400 ml Mortar (Clause 6.2)

  • After determining water for required flow, remix mortar for 15 seconds.
  • Fill a 400 ml measuring container on a flat support.
  • Wipe excess and weigh to find mass (Mm) in grams.

3. Calculation of Air Content (Clause 7.1)

[ A = \frac{V - \frac{M_m}{D}}{V} \times 100 ]

Where:

SymbolMeaningUnit
(A)Percentage air content by volume%
(M_m)Mass of 400 ml mortarg
(D)Density of air-free mortarg/cm³
(M_1)Mass of cementg
(M_2)Mass of standard sandg
(V_w)Volume of water usedcm³
(S_1)Density of cementg/cm³
(S_2)Density of standard sandg/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} ]


Summary Table for Air Content Calculation

StepFormula/Value
Density of mortar, (D)(D = \frac{M_1 + M_2 + V_w}{\frac{M_1}{S_1} + \frac{M_2}{S_2}
7Calculation and Reporting of Air Content

IS 4031 Part 12: Calculation & Reporting of Air Content of Hydraulic Cement Mortar

Key Formula for Air Content (Clause 7.1)

[ A = \frac{(D - M_m)}{D} \times 100 ]

Where:

  • ( A ) = Percentage of entrained air by volume (%)
  • ( M_m ) = Mass of 400 ml of mortar (g)
  • ( D ) = Density of air-free mortar (g/cm³)

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:

SymbolDescriptionUnit
( M_1 )Mass of cementg
( M_2 )Mass of standard sandg
( V_w )Volume of water usedcm³
( S_1 )Density of cementg/cm³
( S_2 )Density of standard sandg/cm³

Reporting

  • Report air content ( A ) to the nearest 0.1%.
  • Use standardized equipment as per latest instrument specifications for reproducible results.

Summary Table

ParameterTypical Values
Volume of mortar400 ml
Air content rangeUsually 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:

  • IS 4031 Part 12 (latest revision)
  • IS 4031 Part 11 (Density determination)

Popular Questions About IS 4031 Part 12

?What is the prescribed method for preparing hydraulic cement mortar for air content testing?

Preparation of Hydraulic Cement Mortar for Air Content Testing as per IS 4031 Part 12:

  • Mortar is prepared following IS 4031 Part 7 (1988) guidelines for physical tests, with a key modification.
  • The water-to-cement ratio is adjusted to achieve a flow of 80 to 95% measured by a flow table.
  • The flow is determined by 10 drops in 6 seconds on the flow table.
  • This ensures the mortar consistency is suitable for accurate air content measurement.

Summary:

ParameterRequirement
ReferenceIS 4031 Part 7 (1988)
Flow Table Drops10 drops in 6 seconds
Required Flow Range80% to 95% flow on flow table

This controlled flow ensures uniformity in mortar consistency for reliable air content testing.

?Which apparatus and equipment are mandatory for conducting the air content test according to IS 4031 Part 12?

According to IS 4031 Part 12 (1988) for determination of air content of hydraulic cement mortar, the following apparatus and equipment are mandatory:

  • Air Content Meter (Pressure Method Apparatus): A calibrated air meter designed specifically for mortar, capable of applying a known pressure to the sample to measure entrained air.
  • Mortar Mixer: To prepare a uniform mortar sample as per specified proportions.
  • Measuring Containers: Graduated containers for measuring water and cement.
  • Tamping Rod or Vibrating Table: For compacting the mortar sample in the air meter.
  • Balance: Accurate weighing scale for cement and water.
  • Stopwatch: To time mixing and testing intervals.

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.


Summary Table of Mandatory Equipment

EquipmentPurpose
Air Content MeterMeasure air content by pressure
Mortar MixerPrepare uniform mortar
Measuring ContainersAccurate measurement of materials
Tamping Rod/VibratorCompact mortar in air meter
BalanceWeigh cement and water
StopwatchTiming mixing and testing
Loading diagram...

This ensures accurate determination of air content in hydraulic cement mortar per IS 4031 Part 12.

?How is the air content in hydraulic cement mortar calculated and reported?

Calculation and Reporting of Air Content in Hydraulic Cement Mortar (IS 4031 Part 12)

  • Formula for Air Content (A):

[ A = \frac{D - \frac{M_m}{V}}{D} \times 100 ]

Where:

SymbolDescription
(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)
  • Density of air-free mortar (D) is calculated as:

[ D = \frac{M_1 + M_2 + V_w}{\frac{M_1}{S_1} + \frac{M_2}{S_2} + V_w} ]

  • Report the air content to the nearest 0.1%.

Summary:

  1. Weigh 400 ml of mortar to get (M_m).
  2. Calculate (D) using cement, sand masses, water volume, and their densities.
  3. Use the formula for (A) to find air content.
  4. Report (A) as % entrained air by volume.

This method ensures accurate evaluation of mortar air content for masonry quality control.

?What environmental conditions must be maintained during testing?

According to IS 4031 Part 12, the environmental conditions during testing must be strictly controlled:

  • Temperature: Maintain the moulding room, dry materials, and water at 27 ± 2°C.
  • Relative Humidity: The laboratory humidity should be kept at 65 ± 5%.

These conditions ensure consistency and accuracy in determining the air content of hydraulic cement mortar.


Summary Table:

ParameterRequired Condition
Temperature27 ± 2°C
Relative Humidity65 ± 5%

Maintaining these conditions minimizes variations in test results due to environmental factors.

?How does this standard relate to other IS codes for cement testing and equipment specifications?

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:

  • IS 4031 series: Specifies test procedures for physical properties of hydraulic cements (strength, fineness, setting time, air content, etc.).
  • IS 4032 (1985): Covers chemical test methods for hydraulic cement, complementing IS 4031 which focuses on physical tests.
  • Equipment specifications are detailed in separate IS standards, referenced within IS 4031 parts, ensuring accuracy and reproducibility by using standardized testing apparatus.
  • IS 4031 Part 12 specifically deals with determination of air content in cement mortar, linking to other parts for comprehensive cement evaluation.

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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