IS 2185 Part 42008AI Search Enabled✦ AI Generated

Concrete masonry units, Part 4: Preformed foam cellular concrete blocks

IS 2185 Part 4:2008 specifies requirements for preformed foam cellular concrete blocks used in masonry construction. It covers blocks with densities from 800 to 1800 kg/m³, suitable for load bearing and non-load bearing walls. The standard details material composition, physical and mechanical properties, dimensional tolerances, testing methods, and classification to ensure quality and performance of these lightweight concrete masonry units.

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What This Standard Covers

IS 2185 Part 4:2008 specifies requirements for preformed foam cellular concrete blocks used in masonry construction. It covers blocks with densities from 800 to 1800 kg/m³, suitable for load bearing and non-load bearing walls. The standard details material composition, physical and mechanical properties, dimensional tolerances, testing methods, and classification to ensure quality and performance of these lightweight concrete masonry units.

Who Uses This Standard

  • Structural Engineers
  • Masonry Contractors
  • Concrete Block Manufacturers
  • Quality Control Inspectors
  • Building Material Suppliers
  • Architects
  • Construction Project Managers

Key Topics Covered

Classification of foam cellular concrete blocks
Material composition and foaming agents
Dimensional requirements and tolerances
Physical properties including density and water absorption
Mechanical properties such as compressive strength
Thermal conductivity specifications
Drying shrinkage and moisture movement limits
Sampling and testing procedures
Marking and certification requirements
Storage and handling recommendations
Special face blocks and surface finish
Conformity criteria and acceptance
Use of supplementary materials like fly ash
Standard marking and licensing
Safety and environmental considerations of foaming agents

Table of Contents

1Scope

IS 2185 Part 4: Scope & Key Specifications

This part covers Preformed Foam Cellular Concrete Blocks with focus on measurement, physical properties, and testing.


Key Specifications & Measurement (Clause 9.2 & Annex B)

  • Dimension Measurement:

    • Use a steel scale graduated in 1 mm divisions.
    • Measure 23 full-sized units for length, width, and height.
    • Measurement positions (see Fig. 1):
      • Length: 4 positions per block
      • Height: 6 positions
      • Width: 6 measurements
  • Rounding Off: Follow IS 2:1960 for rounding test results to maintain significant figures.


Physical Properties Table (Clause 9.5)

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg: 2.5, Min Individual: 2.00.3212.5
1000G-3.5Avg: 3.5, Min Individual: 2.80.3612.5
1200G-6.5Avg: 6.5, Min Individual: 5.20.3810.0
1400G-12Avg: 12.0, Min Individual: 9.00.4510.0
1600G-17.5Avg: 17.5, Min Individual: 14.50.507.5
1800G-25Avg: 25.0, Min Individual: 22.00.547.5

Summary Diagram: Dimension Measurement Positions

graph LR
A[Block Length] -->|4 positions| Length
B[Block Height] -->|6 positions| Height
C[Block Width] -->|6 positions| Width

**Use this

2References

IS 2185 (Part 4): Key References, Tables & Specifications


1. Physical Properties of Preformed Foam Cellular Concrete Blocks (Clause 9.5, Table 1)

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg: 2.5, Min: 2.00.3212.5
1000G-3.5Avg: 3.5, Min: 2.80.3612.5
1200G-6.5Avg: 6.5, Min: 5.20.3810.0
1400G-12Avg: 12.0, Min: 9.00.4510.0
1600G-17.5Avg: 17.5, Min: 14.50.507.5
1800G-25Avg: 25.0, Min: 22.00.547.5

2. Measurement of Block Dimensions (Clause 9.2, Annex B)

  • Use steel scale with 1 mm gradations.
  • Measure length at 4 positions.
  • Measure height at 6 positions.
  • Measure width at 6 positions.
  • Minimum 23 full-sized units to be measured for length, width, height.

3. Referenced Indian Standards (Annex A)

IS No.Title
IS 383:1970Coarse and fine aggregates for concrete
IS 455:1989Portland slag cement
IS 456:2000Code of practice for plain and reinforced concrete
IS 1489(P1):1989Portland pozz
3Definitions

IS 2185 (Part 4) — Key Definitions & Specifications

Definitions (General)

  • Block Density (oven dry kg/m³): Mass per unit volume after drying.
  • Grade: Designation based on compressive strength.
  • Compressive Strength (N/mm²): Average and minimum strength of blocks.
  • Thermal Conductivity (kcal/m/h/°C): Heat transfer rate.
  • Water Absorption (%): Percentage increase in weight after immersion.

Table: Physical Properties of Preformed Foam Cellular Concrete Blocks

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg: 2.5, Min: 2.00.3212.5
1000G-3.5Avg: 3.5, Min: 2.80.3612.5
1200G-6.5Avg: 6.5, Min: 5.20.3810.0
1400G-12Avg: 12.0, Min: 9.00.4510.0
1600G-17.5Avg: 17.5, Min: 14.50.507.5
1800G-25Avg: 25.0, Min: 22.00.547.5

Measurement Specifications (Clause 9.2 & Annex B)

  • Use steel scale graduated in 1 mm for dimensions.
  • Measure length at 4 positions, height at 6 positions, and width at 6 positions on each block.
  • Sample size: 23 full-sized units for length, width, and height.
  • Report all results separately for each unit.

Diagram: Measuring Dimensions of Blocks

4General Requirements

IS 2185 (Part 4) - General Requirements Summary

1. Physical Properties of Preformed Foam Cellular Concrete Blocks (Table 1)

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg: 2.5, Min: 2.00.3212.5
1000G-3.5Avg: 3.5, Min: 2.80.3612.5
1200G-6.5Avg: 6.5, Min: 5.20.3810.0
1400G-12Avg: 12.0, Min: 9.00.4510.0
1600G-17.5Avg: 17.5, Min: 14.50.507.5
1800G-25Avg: 25.0, Min: 22.00.547.5

2. Dimensional Checks (Fig. 1)

  • Length: Check at 4 positions (whole blocks and cut specimens)
  • Height: Check at 6 positions
  • Width: 6 measurements

3. Testing Requirements

  • Compressive Strength: Average & minimum individual strength as per Table 1 (Clause 9.4)
  • Water Absorption: Average water absorption must not exceed Table 1 values (Clause 9.5)
  • Reporting: Report all results separately for each unit (Clause 5.2)

Notes:

  • Compressive strength tested as per Annex D.
  • Water absorption tested as per Annex E.
flowchart TD
    A[Block Production] --> B[Dimensional Checks]
    B --> C{Length, Height, Width}
    C --> D[Length:
5Classification

IS 2185 (Part 4) - Classification & Key Specifications for Preformed Foam Cellular Concrete Blocks

1. Classification (Clause 5)

  • Blocks are classified based on oven dry density and compressive strength.
  • Two main categories of blocks are defined by density and strength grades.

2. Key Table: Physical Properties (Table 1)

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg: 2.5, Min: 2.00.3212.5
1000G-3.5Avg: 3.5, Min: 2.80.3612.5
1200G-6.5Avg: 6.5, Min: 5.20.3810.0
1400G-12Avg: 12.0, Min: 9.00.4510.0
1600G-17.5Avg: 17.5, Min: 14.50.507.5
1800G-25Avg: 25.0, Min: 22.00.547.5

3. Dimensional Tolerances & Measurement (Clauses 4.4, 9.2, Annex B)

  • Faces must be flat, rectangular, and parallel.
  • Arises (edges) must be square.
  • Bedding surfaces at right angles to faces.
  • Measurements taken at multiple positions:
    • Length: 4 positions
    • Height: 6 positions
    • Width: 6 positions
  • Use steel scale graduated in 1 mm.
  • 23 full-size units measured for length, width, height.

4. Testing & Reporting (Clause 5.2)

  • Report all test results
6Materials

IS 2185 (Part 4): Key Specifications for Materials (Preformed Foam Cellular Concrete Blocks)

1. Block Density & Grades (Table 1)

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg: 2.5, Min: 2.00.3212.5
1000G-3.5Avg: 3.5, Min: 2.80.3612.5
1200G-6.5Avg: 6.5, Min: 5.20.3810.0
1400G-12Avg: 12.0, Min: 9.00.4510.0
1600G-17.5Avg: 17.5, Min: 14.50.507.5
1800G-25Avg: 25.0, Min: 22.00.547.5

2. Water Absorption (Clause 9.5)

  • Determined per Annex E.
  • Average water absorption must not exceed values in Table 1.

3. Thermal Conductivity (Clause 9.8)

  • Must comply with Table 1 limits.
  • Tested as per IS 3346.

4. Dimension Measurement (Clause 9.2, Annex B)

  • Use steel scale (1 mm divisions).
  • Measure length at 4 positions, height at 6 positions, width at 6 positions.
  • 23 full-sized units measured per batch.

Summary Diagram: Dimension Checking Positions

graph LR
A[Length] -->|4 positions| L1
B[Height] -->|6 positions| H1
C[Width] -->|6 positions| W
7Mix Proportioning

IS 2185 (Part 4): Mix Proportioning Key Points

  • Clause 7.1 & 7.2:

    • Mix design must ensure desired physical properties (strength, density).
    • Proportions are by weight, adjusting for moisture content in solid ingredients.
  • Density & Strength Grades (Table 1):

Density (kg/m³)GradeAvg. Compressive Strength (N/mm²)Min. Individual Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.52.52.00.3212.5
1000G-3.53.52.80.3612.5
1200G-6.56.55.20.3810.0
1400G-1212.09.00.4510.0
1600G-17.517.514.50.507.5
1800G-2525.022.00.547.5
  • Mix Proportioning Formula (General):
    [ \text{Mix ratio by weight} = \frac{\text{Cement}}{\text{Sand}}/\text{Foam Volume} ] Adjust foam volume to achieve target density.

  • Measurement Checks (Fig. 1):

    • Length: 4 positions
    • Height: 6 positions
    • Width: 6 positions
  • Strength Testing:
    Follow Annex D for compressive strength test procedure.


Summary:
Design mix by weight, correct for moisture, target density per Table 1, adjust foam volume accordingly. Check dimensions at prescribed points for quality control.

8Manufacturing

IS 2185 (Part 4): Manufacturing Key Specifications & Tables

1. Block Physical Properties (Clause 9.5, Table 1)

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg: 2.5, Min: 2.00.3212.5
1000G-3.5Avg: 3.5, Min: 2.80.3612.5
1200G-6.5Avg: 6.5, Min: 5.20.3810.0
1400G-12Avg: 12.0, Min: 9.00.4510.0
1600G-17.5Avg: 17.5, Min: 14.50.507.5
1800G-25Avg: 25.0, Min: 22.00.547.5

2. Dimensional Measurement (Clause 9.2, Annex B)

  • Length: Check at 4 positions on whole blocks and cut specimens.
  • Height: Check at 6 positions on whole blocks.
  • Width: Check at 6 positions.
  • Use steel scale with 1 mm graduation.
  • Measure 23 full-size units for length, width, and height.

3. Manufacturing Notes

  • Use foaming agents as per Clause 9.5 Table 6.5.
  • Follow IS 2:1960 for rounding off test results.
  • Refer to related IS standards for materials and admixtures (e.g., IS 383, IS 456, IS 8112).

4. Summary Diagram: Dimensional Checks

graph LR
A[Block] --> B[Length
9Physical Requirements

IS 2185 (Part 4) - Physical Requirements for Preformed Foam Cellular Concrete Blocks

Key Specifications (Table 1 Summary)

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg: 2.5, Min Individual: 2.00.3212.5
1000G-3.5Avg: 3.5, Min Individual: 2.80.3612.5
1200G-6.5Avg: 6.5, Min Individual: 5.20.3810.0
1400G-12Avg: 12.0, Min Individual: 9.00.4510.0
1600G-17.5Avg: 17.5, Min Individual: 14.50.507.5
1800G-25Avg: 25.0, Min Individual: 22.00.547.5

Measurement of Dimensions (Clause 9.2 & Annex B)

  • Use a steel scale with 1 mm graduation.
  • Measure length at 4 positions, height at 6 positions, and width at 6 positions on each block.
  • Measure 23 full-sized units for length, width, and height.
  • Report average dimensions per specimen.

Compressive Strength (Clause 9.4)

  • Average and minimum individual compressive strengths must meet Table 1 values.
  • Testing method as per Annex D.

Summary Diagram: Measurement Positions on Block

graph TD
    A[Block] --> B(Length - 4 positions)
    A --> C(Height - 6 positions)
    A --> D(Width - 6 positions)

**Use this data for quality control and specification compliance of foam cellular concrete blocks per IS 218

10Dimensions and Tolerances

IS 2185 Part 4 — Dimensions and Tolerances for Concrete Blocks

Key Definitions (Clause 3.8)

  • Width: External dimension at the bedding plane, measured perpendicular to length and height.

Measurement Procedure (Clause 9.2 & Annex B)

  • Use a steel scale graduated in 1 mm divisions.
  • Measure 23 full-sized units for length, width, and height.
  • Measurements taken on:
    • Length: Longitudinal center line of each face.
    • Width: Across top and bottom bearing surfaces.
    • Height: At both faces (see Fig.1 in code).

Tolerances (Clause 4.2.3)

  • Tolerances are specified for length, width, and height to ensure uniformity.
  • Typical tolerances (example values, confirm from code):
    • Length: ±3 mm
    • Width: ±2 mm
    • Height: ±3 mm

Summary Table of Dimensions & Tolerances

DimensionMeasurement LocationTypical Tolerance (mm)
LengthLongitudinal center line of face±3
WidthAcross top & bottom bearing plane±2
HeightBoth faces±3

flowchart LR
    A[Measure Length] --> B[Longitudinal center line]
    A --> C[Both faces]
    D[Measure Width] --> E[Top bearing surface]
    D --> F[Bottom bearing surface]
    G[Measure Height] --> H[Both faces]

Note: Always refer to the latest IS 2185 Part 4 for exact tolerance values and measurement methods.

11Sampling and Number of Tests

IS 2185 Part 4: Sampling and Number of Tests

Sampling (Clause 11.1)

  • Sample size: 23 blocks per lot of 10,000 blocks or part thereof, same size, grade, batch.
  • Site/Yard manufacture: Sample size may be doubled.
  • Sampling method: Arrange blocks serially, select every rth block starting from a random block, where
    [ r = \left\lfloor \frac{N}{23} \right\rfloor ] (N) = lot size.

Number of Tests (Clause 11.5 & Annex F)

  • Number of tests corresponds to the samples taken.
  • For drying shrinkage tests, refer to Annex F.
  • Results must be rounded off as per IS 2:1960 rules, matching the decimal places of specified values.

Summary Table for Sampling:

Lot Size (N)Sample Size (Blocks)Sampling Interval (r = N/23)
Up to 10,00023Integral part of N/23
Site/Yard lot46 (double)Integral part of N/46

flowchart TD
    A[Start: Lot of blocks (N)] --> B{Is manufacturing\nplant or site/yard?}
    B -- Plant --> C[Sample 23 blocks]
    B -- Site/Yard --> D[Sample 46 blocks]
    C --> E[Arrange blocks serially]
    D --> E
    E --> F[Select every rth block, r = floor(N/sample size)]
    F --> G[Perform tests on selected blocks]

This ensures statistically valid and random sampling for quality control.

12Criteria for Conformity

Criteria for Conformity — IS 2185 (Part 4): 2008

1. Sampling & Testing (Clause 11.5.2)

From a lot of 23 blocks:

  • 3 blocks: Block density test (Clause 9.3)
  • 8 blocks: Compressive strength test (Clause 9.4)
  • 3 blocks: Water absorption test (Clause 9.5)
  • 3 blocks: Thermal conductivity test (Clause 9.8)
  • 3 blocks: Drying shrinkage test (Clause 9.6) + Moisture movement test (Clause 9.7)
  • 3 blocks: Reserved for retests if needed

2. Conformity Conditions (Clause 12.1)

The lot is conforming only if all conditions in Clauses 12.2 to 12.7 are met (e.g., dimensional tolerances, strength, absorption, shrinkage).

3. Key Physical Property Limits (Table from Clause 9.5)

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg ≥ 2.5, Min indv ≥ 2.00.3212.5
1000G-3.5Avg ≥ 3.5, Min indv ≥ 2.80.3612.5
1200G-6.5Avg ≥ 6.5, Min indv ≥ 5.20.3810.0
1400G-12Avg ≥ 12.0, Min indv ≥ 9.00.4510.0
1600G-17.5Avg ≥ 17.5, Min indv ≥ 14.50.507.5
1800G-25Avg ≥ 25.0, Min indv ≥
13Marking

IS 2185 Part 4: Marking of Concrete Blocks

Key Specifications on Marking (Clause 16.2 & 16.2.1)

  • Each concrete block may be marked with the BIS Standard Mark.
  • Use of the Standard Mark is regulated by the Bureau of Indian Standards Act, 1986.
  • Manufacturers must obtain a license from BIS to use the Standard Mark.

Measurement for Marking (Clause 9.2, Annex B)

  • Overall dimensions (length, width, height) are measured using a steel scale graduated in 1 mm divisions.
  • 23 full-sized units should be measured for dimensional accuracy.
  • These units are also used for other tests.

Referenced Standards for Materials & Testing

IS No.Title
IS 383 : 1970Coarse and fine aggregates for concrete
IS 456 : 2000Code of practice for plain and reinforced concrete
IS 1489 (Part 1) : 1989Portland pozzolana cement
IS 8112 : 1989Ordinary Portland cement (43 grade)
IS 9103 : 1999Concrete admixtures

Summary Table: Marking & Measurement

ParameterDetails
MarkingBIS Standard Mark (license required)
Measurement toolSteel scale, 1 mm graduations
Sample size23 full-sized blocks
Dimensions checkedLength, width, height
flowchart TD
    A[Concrete Block] --> B{Marking}
    B -->|Licensed| C[BIS Standard Mark]
    B -->|Unlicensed| D[No Mark]
    A --> E[Measurement]
    E --> F[Steel scale (1 mm)]
    E --> G[23 units measured]
    G --> H[Length, Width, Height]

This ensures quality assurance and conformity to IS 2185 Part 4 standards.

14Storage and Handling

IS 2185 (Part 4) - Storage and Handling Key Points

1. Storage of Blocks (Clause 1.1)

  • Store 3 blocks for drying shrinkage tests.
  • Store 3 additional blocks or cut sections in airtight containers at normal room temperature for future tests.
  • Cut sections facilitate easier storage.

2. Drying Oven Specifications (Clause 2.2)

  • Internal volume ≥ 8 litres per specimen, min total 50 litres.
  • Air-tight with a fan for effective air circulation.
  • Temperature maintained at 50 ± 1°C.
  • Relative humidity controlled at ~17% using saturated calcium chloride solution.
  • Solution exposed area ≥ 10 cm² per litre oven volume.

3. Physical Properties Table (Clause 9.5 - Table 1)

Density (kg/m³)GradeAvg. Comp. Strength (N/mm²)Min. Comp. Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.52.52.00.3212.5
1000G-3.53.52.80.3612.5
1200G-6.56.55.20.3810.0
1400G-1212.09.00.4510.0
1600G-17.517.514.50.507.5
1800G-2525.022.00.547.5

4. Dimensional Checks (Fig. 1)

  • Length: Check at 4 positions.
  • Height: Check at 6 positions.
  • Width:
15Testing Methods

IS 2185 (Part 4) - Testing Methods for Preformed Foam Cellular Concrete Blocks

Key Specifications & Procedures

  • Testing Machine (Clause 1.1: D-1.1):
    Use a compression testing machine suitable for cellular concrete blocks.

  • Specimen Selection (Clause E-2):

    • Use three full-size units for testing.
    • Balance sensitivity: within 0.5% of the smallest specimen mass (Clause 1.1: E-1.1).
  • Dimension Measurements (Fig. 1):

    • Length: Check at 4 positions on whole blocks and cut specimens.
    • Height: Check at 6 positions on whole blocks.
    • Width: Check at 6 positions.

Compressive Strength & Physical Properties (Table 1)

Density (kg/m³)GradeAvg. Strength (N/mm²)Min. Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.52.52.00.3212.5
1000G-3.53.52.80.3612.5
1200G-6.56.55.20.3810.0
1400G-1212.09.00.4510.0
1600G-17.517.514.50.507.5
1800G-2525.022.00.547.5

Compressive Strength Formula (from Annex D)

[ f_c = \frac{P}{A} ]

  • (f_c) = compressive strength (N/mm²)
  • (

Popular Questions About IS 2185 Part 4

?What density ranges and grades of preformed foam cellular concrete blocks does IS 2185 Part 4 cover?

IS 2185 Part 4 covers preformed foam cellular concrete blocks with densities ranging from 800 kg/m³ to 1800 kg/m³. These blocks are used for both load-bearing and non-load-bearing walls.

Density Ranges and Corresponding Grades:

Density (kg/m³)GradeCompressive Strength (N/mm²)Thermal Conductivity (kcal/m/h/°C)Water Absorption (%)
800G-2.5Avg: 2.5, Min: 2.00.3212.5
1000G-3.5Avg: 3.5, Min: 2.80.3612.5
1200G-6.5Avg: 6.5, Min: 5.20.3810.0
1400G-12Avg: 12.0, Min: 9.00.4510.0
1600G-17.5Avg: 17.5, Min: 14.50.507.5
1800G-25Avg: 25.0, Min: 22.00.547.5

Key points:

  • Blocks are tested in oven-dry condition.
  • Strength and thermal conductivity increase with density.
  • Water absorption decreases as density increases.

This classification ensures selection based on structural and thermal requirements.

?What are the specified compressive strength requirements for load bearing and non-load bearing blocks?

According to IS 2185 Part 4:

Compressive Strength Requirements

  • Non-load bearing blocks

    • Density: 800 to 1,000 kg/m³
    • Grade designations: G-2.5 and G-3.5
    • Typical compressive strength: 2.5 MPa and 3.5 MPa respectively
  • Load bearing blocks

    • Density: 1,200 to 1,800 kg/m³
    • Grade designations: G-6.5, G-12.0, G-17.5, and G-25
    • Compressive strength ranges from 6.5 MPa to 25 MPa depending on grade

Compressive Strength Calculation (Clause 5.1)

[ f_c = \frac{P_{max}}{A_g} ]

  • ( f_c ) = compressive strength (N/mm² or MPa)
  • ( P_{max} ) = maximum load applied (N)
  • ( A_g ) = gross cross-sectional area (mm²), including cells and re-entrant spaces unless occupied by adjacent masonry

This ensures blocks meet minimum strength for their intended structural role.

?Which materials and foaming agents are permitted for manufacturing these concrete blocks?

According to IS 2185 Part 4, Clause 6.5, the foaming agents used for manufacturing preformed foam cellular concrete blocks must:

  • Produce stable foam cells that resist physical and chemical forces during mixing, transport, placing, and setting.
  • Comply with Clause 9 of IS 9103.
  • Have foam stability beyond the final setting time of Portland cement.
  • Be harmless to concrete and steel reinforcement.
  • Be non-toxic, non-flammable, and biodegradable.

Typical foaming agent composition may include:

  • Hydrolyzed protein base,
  • Foam stabilizers,
  • Metal salts,
  • Surface-active fluorotensides,
  • Compensating agents.

Materials:

  • Portland cement,
  • Suitable aggregates,
  • Preformed stable foam from approved foaming agents.

This ensures the blocks meet the required strength, durability, and thermal properties as per IS 2185 Part 4.


Summary Table for Foaming Agent Requirements

PropertyRequirement
Foam stabilityBeyond final setting time of cement
Chemical natureNon-toxic, non-flammable, biodegradable
CompatibilityHarmless to concrete and steel reinforcement
ComplianceIS 9103 Clause 9
Typical compositionHydrolyzed protein + stabilizers + salts
Loading diagram...
?How are dimensional tolerances and surface finishes defined in this standard?

IS 2185 Part 4 does not explicitly specify detailed dimensional tolerances or surface finish requirements within the provided clauses.

From the context and general practice in IS codes:

  • Dimensional Tolerances:

    • Dimensions are measured using a steel scale with 1 mm graduations (Clause 9.2, Annex B).
    • Measurements are taken on 23 full-sized units for length, width, and height.
    • Tolerances typically follow the permissible deviations as per related IS standards or product-specific annexes.
    • Final values are rounded as per IS 2:1960 rules.
  • Surface Finish:

    • Not explicitly defined in IS 2185 Part 4.
    • Generally, surface finish requirements depend on the product type and are guided by referenced standards (Annex A).
    • Surface roughness and finish are controlled by manufacturing processes and may be specified in related standards or project specs.

Summary Table for Dimensions Measurement

ParameterMethod/ToolSample SizeNotes
Length, Width, HeightSteel scale (1 mm grad.)23 full-sized unitsMeasurements also used for other tests

If precise tolerances or finishes are needed, refer to the relevant IS standards listed in Annex A or project specifications.

Loading diagram...

This diagram illustrates the dimensional measurement and compliance checking process.

?What testing procedures are recommended to verify drying shrinkage and thermal conductivity?

Testing Procedures per IS 2185 Part 4 for Drying Shrinkage & Thermal Conductivity

  1. Sample Selection (Clause 11.5.2):

    • From 23 blocks:
      • 3 blocks for drying shrinkage (9.6)
      • 3 blocks for thermal conductivity (9.8)
      • Additional 3 blocks reserved for retesting drying shrinkage if needed
  2. Drying Shrinkage Test (Clause 9.6 & Annex F):

    • Average drying shrinkage measured on 3 units.
    • Method per Annex F involves:
      • Measuring initial length
      • Conditioning blocks under specified environment
      • Measuring length change over time
    • Limits:
      • Load bearing blocks: ≤ 0.05%
      • Non-load bearing blocks: ≤ 0.08%
  3. Thermal Conductivity Test (Clause 9.8):

    • Conducted on 3 blocks.
    • Typically involves steady-state or transient heat flow methods to measure the block's thermal resistance.
  4. Conformity Check (Clause 12.6):

    • If any specimen fails, remaining 3 blocks must be tested.
    • All must meet requirements for acceptance.

Summary Table

TestNumber of BlocksReference ClauseAcceptance Criteria
Drying Shrinkage3 (+3 retest)9.6, Annex F≤ 0.05% (load bearing), ≤0.08% (non-load bearing)
Thermal Conductivity39.8As per test method (no specific limit in excerpt)

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This ensures reliable verification of shrinkage and thermal properties per IS 2185 Part

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