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.
Overview
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.
Audience
Contents
Structure
IS 2185 Part 4: Scope & Key Specifications
This part covers Preformed Foam Cellular Concrete Blocks with focus on measurement, physical properties, and testing.
Dimension Measurement:
Rounding Off: Follow IS 2:1960 for rounding test results to maintain significant figures.
| Density (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg: 2.5, Min Individual: 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg: 3.5, Min Individual: 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg: 6.5, Min Individual: 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg: 12.0, Min Individual: 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg: 17.5, Min Individual: 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg: 25.0, Min Individual: 22.0 | 0.54 | 7.5 |
graph LR
A[Block Length] -->|4 positions| Length
B[Block Height] -->|6 positions| Height
C[Block Width] -->|6 positions| Width
**Use this
IS 2185 (Part 4): Key References, Tables & Specifications
| Density (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg: 2.5, Min: 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg: 3.5, Min: 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg: 6.5, Min: 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg: 12.0, Min: 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg: 17.5, Min: 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg: 25.0, Min: 22.0 | 0.54 | 7.5 |
| IS No. | Title |
|---|---|
| IS 383:1970 | Coarse and fine aggregates for concrete |
| IS 455:1989 | Portland slag cement |
| IS 456:2000 | Code of practice for plain and reinforced concrete |
| IS 1489(P1):1989 | Portland pozz |
IS 2185 (Part 4) — Key Definitions & Specifications
| Density (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg: 2.5, Min: 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg: 3.5, Min: 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg: 6.5, Min: 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg: 12.0, Min: 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg: 17.5, Min: 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg: 25.0, Min: 22.0 | 0.54 | 7.5 |
IS 2185 (Part 4) - General Requirements Summary
| Density (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg: 2.5, Min: 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg: 3.5, Min: 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg: 6.5, Min: 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg: 12.0, Min: 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg: 17.5, Min: 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg: 25.0, Min: 22.0 | 0.54 | 7.5 |
flowchart TD
A[Block Production] --> B[Dimensional Checks]
B --> C{Length, Height, Width}
C --> D[Length:
IS 2185 (Part 4) - Classification & Key Specifications for Preformed Foam Cellular Concrete Blocks
| Density (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg: 2.5, Min: 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg: 3.5, Min: 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg: 6.5, Min: 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg: 12.0, Min: 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg: 17.5, Min: 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg: 25.0, Min: 22.0 | 0.54 | 7.5 |
IS 2185 (Part 4): Key Specifications for Materials (Preformed Foam Cellular Concrete Blocks)
| Density (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg: 2.5, Min: 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg: 3.5, Min: 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg: 6.5, Min: 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg: 12.0, Min: 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg: 17.5, Min: 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg: 25.0, Min: 22.0 | 0.54 | 7.5 |
graph LR
A[Length] -->|4 positions| L1
B[Height] -->|6 positions| H1
C[Width] -->|6 positions| W
IS 2185 (Part 4): Mix Proportioning Key Points
Clause 7.1 & 7.2:
Density & Strength Grades (Table 1):
| Density (kg/m³) | Grade | Avg. Compressive Strength (N/mm²) | Min. Individual Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|---|
| 800 | G-2.5 | 2.5 | 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | 3.5 | 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | 6.5 | 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | 12.0 | 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | 17.5 | 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | 25.0 | 22.0 | 0.54 | 7.5 |
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):
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.
IS 2185 (Part 4): Manufacturing Key Specifications & Tables
| Density (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg: 2.5, Min: 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg: 3.5, Min: 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg: 6.5, Min: 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg: 12.0, Min: 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg: 17.5, Min: 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg: 25.0, Min: 22.0 | 0.54 | 7.5 |
graph LR
A[Block] --> B[Length
IS 2185 (Part 4) - Physical Requirements for Preformed Foam Cellular Concrete Blocks
| Density (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg: 2.5, Min Individual: 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg: 3.5, Min Individual: 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg: 6.5, Min Individual: 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg: 12.0, Min Individual: 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg: 17.5, Min Individual: 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg: 25.0, Min Individual: 22.0 | 0.54 | 7.5 |
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
IS 2185 Part 4 — Dimensions and Tolerances for Concrete Blocks
| Dimension | Measurement Location | Typical Tolerance (mm) |
|---|---|---|
| Length | Longitudinal center line of face | ±3 |
| Width | Across top & bottom bearing plane | ±2 |
| Height | Both 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.
IS 2185 Part 4: Sampling and Number of Tests
| Lot Size (N) | Sample Size (Blocks) | Sampling Interval (r = N/23) |
|---|---|---|
| Up to 10,000 | 23 | Integral part of N/23 |
| Site/Yard lot | 46 (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.
Criteria for Conformity — IS 2185 (Part 4): 2008
From a lot of 23 blocks:
The lot is conforming only if all conditions in Clauses 12.2 to 12.7 are met (e.g., dimensional tolerances, strength, absorption, shrinkage).
| Density (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg ≥ 2.5, Min indv ≥ 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg ≥ 3.5, Min indv ≥ 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg ≥ 6.5, Min indv ≥ 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg ≥ 12.0, Min indv ≥ 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg ≥ 17.5, Min indv ≥ 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg ≥ 25.0, Min indv ≥ |
IS 2185 Part 4: Marking of Concrete Blocks
| IS No. | Title |
|---|---|
| IS 383 : 1970 | Coarse and fine aggregates for concrete |
| IS 456 : 2000 | Code of practice for plain and reinforced concrete |
| IS 1489 (Part 1) : 1989 | Portland pozzolana cement |
| IS 8112 : 1989 | Ordinary Portland cement (43 grade) |
| IS 9103 : 1999 | Concrete admixtures |
| Parameter | Details |
|---|---|
| Marking | BIS Standard Mark (license required) |
| Measurement tool | Steel scale, 1 mm graduations |
| Sample size | 23 full-sized blocks |
| Dimensions checked | Length, 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.
IS 2185 (Part 4) - Storage and Handling Key Points
| Density (kg/m³) | Grade | Avg. Comp. Strength (N/mm²) | Min. Comp. Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|---|
| 800 | G-2.5 | 2.5 | 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | 3.5 | 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | 6.5 | 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | 12.0 | 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | 17.5 | 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | 25.0 | 22.0 | 0.54 | 7.5 |
IS 2185 (Part 4) - Testing Methods for Preformed Foam Cellular Concrete Blocks
Testing Machine (Clause 1.1: D-1.1):
Use a compression testing machine suitable for cellular concrete blocks.
Specimen Selection (Clause E-2):
Dimension Measurements (Fig. 1):
| Density (kg/m³) | Grade | Avg. Strength (N/mm²) | Min. Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|---|
| 800 | G-2.5 | 2.5 | 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | 3.5 | 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | 6.5 | 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | 12.0 | 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | 17.5 | 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | 25.0 | 22.0 | 0.54 | 7.5 |
[ f_c = \frac{P}{A} ]
Frequently Asked
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 (kg/m³) | Grade | Compressive Strength (N/mm²) | Thermal Conductivity (kcal/m/h/°C) | Water Absorption (%) |
|---|---|---|---|---|
| 800 | G-2.5 | Avg: 2.5, Min: 2.0 | 0.32 | 12.5 |
| 1000 | G-3.5 | Avg: 3.5, Min: 2.8 | 0.36 | 12.5 |
| 1200 | G-6.5 | Avg: 6.5, Min: 5.2 | 0.38 | 10.0 |
| 1400 | G-12 | Avg: 12.0, Min: 9.0 | 0.45 | 10.0 |
| 1600 | G-17.5 | Avg: 17.5, Min: 14.5 | 0.50 | 7.5 |
| 1800 | G-25 | Avg: 25.0, Min: 22.0 | 0.54 | 7.5 |
Key points:
This classification ensures selection based on structural and thermal requirements.
According to IS 2185 Part 4:
Non-load bearing blocks
Load bearing blocks
[ f_c = \frac{P_{max}}{A_g} ]
This ensures blocks meet minimum strength for their intended structural role.
According to IS 2185 Part 4, Clause 6.5, the foaming agents used for manufacturing preformed foam cellular concrete blocks must:
Typical foaming agent composition may include:
Materials:
This ensures the blocks meet the required strength, durability, and thermal properties as per IS 2185 Part 4.
| Property | Requirement |
|---|---|
| Foam stability | Beyond final setting time of cement |
| Chemical nature | Non-toxic, non-flammable, biodegradable |
| Compatibility | Harmless to concrete and steel reinforcement |
| Compliance | IS 9103 Clause 9 |
| Typical composition | Hydrolyzed protein + stabilizers + salts |
Loading diagram...
IS 2185 Part 4 does not explicitly specify detailed dimensional tolerances or surface finish requirements within the provided clauses.
Dimensional Tolerances:
Surface Finish:
| Parameter | Method/Tool | Sample Size | Notes |
|---|---|---|---|
| Length, Width, Height | Steel scale (1 mm grad.) | 23 full-sized units | Measurements 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.
Testing Procedures per IS 2185 Part 4 for Drying Shrinkage & Thermal Conductivity
Sample Selection (Clause 11.5.2):
Drying Shrinkage Test (Clause 9.6 & Annex F):
Thermal Conductivity Test (Clause 9.8):
Conformity Check (Clause 12.6):
| Test | Number of Blocks | Reference Clause | Acceptance Criteria |
|---|---|---|---|
| Drying Shrinkage | 3 (+3 retest) | 9.6, Annex F | ≤ 0.05% (load bearing), ≤0.08% (non-load bearing) |
| Thermal Conductivity | 3 | 9.8 | As per test method (no specific limit in excerpt) |
Loading diagram...
This ensures reliable verification of shrinkage and thermal properties per IS 2185 Part
Ask AI about any clause, requirement, or provision in IS 2185 Part 4. Get instant, clause-cited responses powered by our indexed library.
Free tier includes 150 queries (50 AI + 100 Reference) · No credit card required