IS 3952:1988 is the Indian Standard (BIS) for burnt clay hollow bricks for walls and partitions - specification. This standard specifies the dimensions, physical requirements, and testing procedures for burnt clay hollow bricks used in load-bearing and non-load-bearing walls and partitions. It defines limits for compressive strength, water absorption, and efflorescence to ensure structural integrity and durability.
burnt clay hollow bricks for walls and partitions - Specification
Key reference values — verify against the current code edition / project specification.
| Reference | Value | Clause |
|---|---|---|
| Subject | Burnt-clay hollow bricks (walls & partitions) | Scope |
| Use | Light non-load/partition & infill walls | Application |
| Compressive strength | Min class strength on gross area | Acceptance |
| Water absorption | Limited per the spec | Acceptance |
| Benefit | Lighter + better thermal insulation than solid | Why |
| Read with | IS 3495 (test) / IS 1077 / IS 2185 | Cross-ref |
BIM-relevant code. See the BIM Hub for ISO 19650, IFC, and LOD/LOIN frameworks used alongside it.
IS 3952:1988 is the Indian Standard for Burnt Clay Hollow Bricks for Walls and Partitions — Specification. It covers hollow / perforated burnt clay bricks used for:
Hollow bricks have 20-40% perforations / void space which: - Reduces dead weight per unit wall area (lighter structure) - Improves thermal insulation (air = excellent insulator) - Reduces clay consumption (sustainability angle) - Speeds up drying / firing in the kiln (energy savings)
Distinct from: - IS 1077:1992 — Common burnt clay building bricks (solid; the conventional) - IS 2222:1991 — Burnt clay perforated bricks (different perforation geometry; for facing applications) - IS 13757:1993 — Fly-ash-blend burnt clay bricks - IS 12894:2002 — Fly ash-lime bricks (no clay; no kiln) - IS 2185 Part 1:2005 — Concrete blocks (no clay; concrete-based)
Manufacturing process (Clause 4): Hollow bricks are formed by extrusion — clay column extruded through a die that creates the perforations / voids. Cut to length; dried; fired in clamp / Hoffmann / tunnel kiln at 950-1100°C.
The perforation pattern affects: - Compressive strength (more perforation = lower strength) - Insulation (more perforation = better insulation) - Cost (more perforation = less clay used, slightly less cost)
Three classification types (Clause 5):
Type A — Vertically perforated (perforations parallel to brick height): Most common type. Perforations 10-20 mm diameter or rectangular, running through the brick depth. Used in horizontal coursing (perforations vertical when laid).
Type B — Horizontally perforated: Perforations through the length of the brick. Used in special wall configurations where insulation cores can be filled with insulating material (loose mineral wool) for enhanced thermal performance.
Type C — Cellular hollow: Large rectangular hollows; typically two-cell or four-cell. Lower weight; faster construction. Used for non-load-bearing internal walls.
Grade designation by compressive strength (Clause 6) — same structure as solid bricks per IS 1077:
| Grade | Min compressive strength (MPa) on gross area | Use | |---|---|---| | 3.5 | 3.5 | Non-load-bearing partitions only | | 5.0 | 5.0 | Light load-bearing G+1 (internal) | | 7.0 | 7.0 | Load-bearing external (G+1, G+2) | | 10.0 | 10.0 | Heavier load-bearing applications | | 12.5 | 12.5 | Premium / structural applications |
Acceptance criteria (Clause 7): - Compressive strength (gross area): per grade above - Water absorption (24-h soak): ≤ 20% (lower than solid bricks) - Efflorescence: ≤ moderate per IS 3495 Part 3 - Dimensional tolerance: ± 5 mm for length, width; ± 3 mm for height - Soundness (drop test): no major fracture from 1.5 m
Standard dimensions (typical Indian market): - 200 × 100 × 75 mm (similar to standard solid bricks) - 230 × 110 × 75 mm (conventional Indian brick size) - Larger 'block-bricks' available: 300 × 150 × 100 mm, 400 × 200 × 100 mm
Wall thickness with hollow bricks: depends on brick size + orientation; typical 100, 150, 200, or 230 mm walls.
Weight reduction: hollow brick wall is 25-35% lighter per unit area than solid brick wall of same thickness.
Thermal performance: - Solid clay brick wall (230 mm): U-value ~ 1.8 W/m²K - Hollow clay brick wall (230 mm): U-value ~ 1.3-1.5 W/m²K (15-20% improvement) - Hollow brick with insulation fill in voids: U-value ~ 0.8-1.0 W/m²K (substantial improvement)
Acoustic performance: - Solid brick 230 mm: STC (Sound Transmission Class) ~ 50 dB - Hollow brick 230 mm: STC ~ 45 dB (slightly less; voids are direct sound paths) - For premium acoustic walls, hollow bricks paired with acoustic insulation or double walls
Cost comparison (typical Indian market): - Solid clay brick (IS 1077): ₹5-10 per brick - Hollow clay brick (IS 3952): ₹7-15 per brick - BUT hollow bricks cover larger wall area per unit (larger dimensions) - Net cost per sq ft of wall: typically comparable, sometimes slightly higher for hollow due to handling difficulty
Structural notes: - Hollow bricks have lower compressive strength than solid bricks of same grade on net-area basis (the perforations reduce effective load-bearing area) - IS 3952 uses gross-area strength (the entire footprint of the brick is considered, including voids) — so grade 7.0 means 7 MPa on gross area = ~10-12 MPa on net area - For load-bearing applications: design analysis must use gross-area strength + IS 1905 reduction factors
1. Using hollow bricks in seismic Zone V — hollow bricks have less in-plane shear capacity than solid bricks; seismic detailing (per IS 4326:2013) must compensate. Provide horizontal + vertical RCC bands at every floor, plinth, and lintel level.
2. Mixing solid + hollow bricks in same wall — different elastic moduli, different shrinkage / thermal expansion; differential movement causes cracking at the interface. Choose one type per wall.
3. Plastering directly on hollow brick voids — plaster can sag / fall through the perforations. Use chicken wire mesh over hollow brick walls before plastering for better grip; or use thin scratch-coat first.
4. No reinforcement at openings — hollow brick walls around door / window openings need additional reinforcement (RCC bands above + below opening). Solid bricks tolerate this; hollows don't.
5. Cutting hollow bricks on site — cut bricks have exposed perforations that look unfinished + collect debris. Use full-size hollow bricks; design wall lengths in multiples of brick dimensions; corner intersections need specially-shaped 'corner-hollow' bricks.
6. Wetting hollow bricks excessively — unlike solid bricks (which need 24-h soaking), hollow bricks should be lightly wetted just before laying, NOT soaked. Excessive moisture causes weak mortar bond + interior efflorescence.
7. No load-distribution detail for point loads — hanging shelves, AC units, washing machines from hollow brick walls can punch through into voids. Use bearing plates or hangers that distribute load across multiple bricks.
8. Insufficient mortar in joints — hollow brick joints need more mortar than solid brick joints (because perforations align across courses; mortar wants to drop through). Use thicker mortar bed; verify joint thickness ≥ 10 mm consistently.
9. No anti-termite treatment — hollow brick voids provide ideal termite pathways. Treat ground-level course + cavity in voids per IS 6313 Part 1:2000 anti-termite protocols.
10. Hanging heavy fixtures in non-reinforced hollows — kitchen cabinets, wall-hung WCs, ACs in non-reinforced areas can tear through. Either pre-plan with reinforced studs OR use only solid-brick walls for high-load fixtures.
IS 3952:1988 is 37 years old and reflects older brick manufacturing practice. Modern Indian extruded-hollow-brick manufacturers offer products with broader dimensional + strength ranges than IS 3952 nominally covers. Specifications often supplement IS 3952 with project-specific requirements.
Indian market reality: - Hollow clay bricks have a niche but stable market — primarily for non-load-bearing partitions in commercial / institutional buildings - Major manufacturers (regional brick clusters in Maharashtra, Gujarat, UP, MP, AP): produce IS 3952-compliant hollow bricks consistently. Pricing slightly higher than solid bricks per unit but competitive per sq ft of wall area. - Premium manufacturers (Wienerberger India, Soltani Bricks, Pukka Bricks): offer extruded hollow bricks with international-grade quality + dimensional accuracy. Pricing premium ~30-50% over local supply.
Where hollow bricks are gaining market share: - Green-building rated projects (LEED, IGBC, GRIHA): hollow bricks earn embodied-carbon credits vs solid bricks (less clay consumption + less firing energy) - Lightweight wall systems for tall buildings: reduces dead load; structural design saves on RCC frame member sizes - Affordable housing schemes: government PMAY-Urban projects often specify hollow bricks for cost-efficiency - Hospital / institutional partitions: thermal-acoustic performance advantage
Where solid bricks remain dominant: - Load-bearing residential (G+2 or higher): solid bricks preferred for structural capacity - Exposed exterior facing walls: solid bricks for aesthetic + weather resistance - Heritage / restoration projects requiring traditional appearance
For project specifiers: - For non-load-bearing partitions in commercial buildings: hollow bricks (IS 3952 grade 3.5-5.0) are cost-effective + lighter - For load-bearing exterior walls: solid bricks (IS 1077) preferred unless explicit hollow-brick + reinforcement detail - For thermal-insulating walls (cold-storage facilities, AC-heavy buildings): hollow bricks with insulation fill - For interior decorative walls: solid bricks for cleaner exposed-brick aesthetic
Cost reality: hollow brick wall typically costs ₹50-80 per sq ft installed vs ₹60-100 per sq ft for solid brick wall (same total wall thickness). The 10-20% savings on small-to-medium projects can be meaningful at scale.
Quality verification: - Always verify BIS hologram + IS 3952 reference on bricks - Random sample testing: compressive strength + water absorption per 5,000 bricks - Visual inspection: uniform colour, no cracking, no chipping - Major manufacturer brand vs unbranded: ~20-30% premium for assured quality
Future direction: BIS sectional committee CED 30 has discussed revising IS 3952 to align with modern manufacturing technology + broader dimensional standardization. No public draft yet. Watch for inclusion of larger 'block-brick' dimensions (300 × 150 × 100, 400 × 200 × 100 etc.) in future revisions.
| Parameter | IS Value | International | Source |
|---|---|---|---|
| Compressive Strength (Typical Class) | Class 10 (Average not less than 10 N/mm²) | Manufacturer declares mean compressive strength, e.g., '10 N/mm²' (No predefined classes) | BS EN 771-1 |
| Max Water Absorption (24hr cold) | 20% by mass (for bricks of Class 10 and above) | Not directly specified; 17.0% by mass (by 5-hr boil for Grade SW) | ASTM C652-21 |
| Maximum Void Area | 45% of gross area | 60% of gross cross-sectional area | ASTM C652-21 |
| Minimum Shell Thickness (face) | 15 mm | 19 mm (3/4 in.) for Type HBS; 25 mm (1 in.) for HBX, HBA, HBB | ASTM C652-21 |
| Minimum Web Thickness | 10 mm | 19 mm (3/4 in.) on units with voids >25% gross area | ASTM C652-21 |
| Efflorescence Test Result | Rated as 'Slight', 'Moderate', or 'Heavy' | Rated as 'Effloresced' or 'Not Effloresced' based on visual inspection | ASTM C67 (Test Methods) |
| Length Tolerance | ± 5% | Category T2: ±4 mm for a 190 mm brick (declared by manufacturer) | BS EN 771-1 |