Acid Proofing / Acid Proof Bricks
Class I Acid Proof Bricks
Class I is a grade in Shanker Agencies’ acid proof bricks range.
Class I technical specification
Typical values for Class I acid proof bricks. Test methods vary by property and product family, so confirm the applicable standard against the manufacturer datasheet before specifying.
Where Class I is used
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Compare Class I against every grade SAPL stocks in this family.
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| Grade | Water absorption | Acid resistance | Alkali resistance | Cold crushing strength | Size |
|---|---|---|---|---|---|
| Class Ithis grade | 3-6% | 97% min | 75% | 40 MPa | 230×113×65mm std |
| Class II | <2% | 99% min | 85% | 50 MPa | 230×113×65mm std |
| Class III | <0.5% | 99.5% min | 90% | 55 MPa | Custom |
| Carbon-Fill | <1% | 99.5% min | 95% | 45 MPa | Standard + custom |
| Anti-static | <2% | 99% min | 85% | 45 MPa | 230×113×65mm std |
Send the drawing, dimensions, application and quantity for Class I acid proof bricks. Our technical team reviews the requirement and advises on grade and fulfilment route.
Request Class I QuoteInstallation notes
- 1Surface preparation: concrete or steel substrate must be clean, dry, and free of oil/grease
- 2Apply primer coat, epoxy primer for steel, concrete primer for concrete substrate
- 3Use appropriate acid-resistant cement: furan resin (best acid resistance), phenolic resin, or potassium silicate
- 4Bed mortar thickness: 3–6 mm, applied to both brick and substrate (buttered joint)
- 5Joint width: 3–6 mm, fully filled with acid-resistant mortar
- 6Curing: furan resin mortars, 24 hrs at 25°C before any chemical exposure; heat curing improves performance
- 7Test before commissioning: hydraulic leak test or chemical spot test
Disclaimer: values are typical and compiled by Shanker Agencies Pvt. Ltd. from standard industry data and published manufacturer specifications. They are indicative, not a guarantee. Confirm the exact grade datasheet before specifying. For a certified datasheet or quotation, contact info@shankeragencies.com or +91 98999 57888.