tufftop 40MPa, High Performance, Optimal Viscosity, Jointing Mortar - BS7533-101 Type 40 jointing mortar
Verified by manufacturer 1 month ago
High performance, free flowing, self compacting, slurry grout applied Type 40 jointing mortar,
Application
Designed for use as a slurry applied jointing mortar with natural stone, concrete and clay modular paving units in all applications up to 'Traffic Category 9' (BS7533-101 Table 2b).
Description
High-performance jointing mortar for bound (rigid) construction pavements formed in natural stone, clay or concrete paving elements. Formulated for use in modular pavements subjected to pedestrian through to high categories of trafficking. Supplied as a pre-mixed dry product packed in moisture-resistant bags. This optimal viscosity mortar is slurry applied as a self-compacting, smooth-flowing grout.
Features and benefits:
- Complies with (or exceeds) the performance requirements of BS 7533-101:2021, Table 12, Type 25 and Type 40 jointing mortars.
- Optimal viscosity with excellent workability at application, reducing water usage while ensuring high performance characteristics are maintained.
- Joint widths 3mm and greater
- Self-compacting characteristics provide tufftop with the ability to penetrate the most irregular cavities and joints down to 3 mm in width.
- Non-staining, polymer and resin free formula.
- The elastic modulus is optimized to continually absorb thermal and dynamic stresses inherent during the life of a modular pavement, resulting in high durability.
- Declaration of Performance EN 13813: 2002, CT C45 F6 B1.5 A15.
General information
Color | Beige Grey Other |
Finish | Fine Guidance for specification option: Coloured pigments, unaffected by ultraviolet (UV). |
Material | Cement Guidance for specification option: Cementitious hydraulically bonding mortar. |
Shape | Formless |
Warranty description | Guidance for specification option: tuffbau Ltd warrants that the bagged product will meet the specified performance criteria at production. |
Uniclass | |
CAWS | Q24/10 Conventional concrete block paving Q24/112 Conventional concrete block paving with bound base Q24/122 Conventional clay paver paving with bound base Q24/132 Natural stone sett paving with bound base Q24/30 Mortar bedded Q25/110 Natural stone slab paving system Q25/115 Natural stone slab paving overlay system Q25/120 Concrete flag paving system Q25/125 Concrete flag paving overlay system Q25/130 Rigid brick paving system Q25/135 Rigid brick paving overlay system Q25/140 Natural stone sett paving system Q25/145 Natural stone sett overlay paving system Q25/150 Concrete sett paving system Q25/155 Concrete sett paving overlay system Q25/160 Natural stone cobble paving system Q25/165 Natural stone cobble overlay paving system Q25/26 Natural stone slab paving systems Q25/31 Concrete flag paving systems Q25/440 Ready-mixed mortar |
Specification data - Paving jointing mortars
Standard | To BS7533-101:2021, BS 7533-7, BS 7533-10, BS 7533-12, EN 13813:2002, BS EN 1339 annex D. |
Delivery condition | Bagged, dry, pre-mixed. |
Compressive strength (minimum) | 45 N/mm². |
Product Reference | tufftop 40N, Enhanced Viscosity, Jointing Mortar |
Mortar designation | To BS7533-101:2021, compliant. |
Compliance (to BS 7533-7:2010 C.2.2 and BS 7533-10: 2010 5.6.2) | To BS7533-101:2021 5.6.1 Table 12, 40 N/mm². |
Typical compressive strength gain | 7 days at 20°C: 30 N/mm²; 28 days at 20°C: 45 N/mm². |
Shrinkage | ≤0.10%. |
Flexural strength | 7.5 N/mm². F6 (7.5 N/mm²). |
Working temperature | 2—30°C. |
Adhesion strength | 1.5 N/mm². |
Modulus of elasticity | 24 000. |
Elasticity | (20 000±4 000) N/mm². |
Frost resistant and resistant to de-icing salts | Yes. |
CompressiveStrength | C45. |
Reaction to fire | A1-fl. |
Release of corrosive substances | CT. |
Wear resistance | A15. |
Colour | Beige. Dark grey. Mid grey. Natural grey |
Sustainability data
Contains Red List materials | No |
Country of material origin | United Kingdom |
Country of product manufacture | United Kingdom |
Recyclability | recyclable |
Recycled contentAs defined in clause 7.8 of BS EN ISO 14021 | 0 % |
Case studies
The Grange University Hospital
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