| Brand Name: | shhous |
| Model Number: | 4mm |
| MOQ: | 1000㎡ |
| Price: | USD 3.6‑4.5 /㎡ |
| Supply Ability: | 1500000㎡per Month |
Sand‑surfaced SBS Elastomer‑modified Bitumen Waterproof Membrane adopts elastomer‑modified petroleum bitumen as the coating compound and polyester mat as the reinforcement base. The upper surface of the membrane is covered with uniform mineral granule protective layer, while the bottom side is heat‑fusible bitumen surface. It is mainly applied by hot‑melt method, and is one of the most widely‑used exposed waterproof membranes for flat roofs, sloped roofs and old roof renovation projects.
The sand layer directly resists UV radiation and rain erosion. Thanks to SBS modification, the bitumen matrix obtains rubber‑like elasticity to accommodate temperature variation and substrate deformation of roofs. It can be exposed directly without additional cement‑mortar protective layer, and is widely applied in roof waterproofing for factories, residential and commercial buildings. For general roof projects, 4mm polyester mat Type‑II grade is commonly selected, with low‑temperature flexibility down to ‑25℃, suitable for roof conditions in most regions.
| No. | Item | Index | ||
| Type I | Type II | |||
| 1 | Soluble matter content /(g/m²) | 3 mm | ≥2100 | ≥2100 |
| 4 mm | ≥2900 | ≥2900 | ||
| 2 | Heat resistance | Test temperature /℃ | 90 | 105 |
| Slip /mm | ≤2 | ≤2 | ||
| Test phenomenon | No flowing, no dripping | No flowing, no dripping | ||
| 3 | Low‑temperature flexibility | No cracking at −20 ℃ | No cracking at −25 ℃ | |
| 4 | Water impermeability | 0.3 MPa, 120 min, no water penetration | 0.3 MPa, 120 min, no water penetration | |
| 5 | Tensile properties | Maximum tensile force /(N/50 mm) | ≥500 | ≥800 |
| Elongation at maximum tensile force | ≥30 % | ≥40 % | ||
| Test phenomenon | During tension test: no cracking of bitumen coating in specimen middle, no delamination from reinforcement substrate | During tension test: no cracking of bitumen coating in specimen middle, no delamination from reinforcement substrate | ||
For overlapping seams, internal/external corners, equipment bases and other detailed positions, sand particles on overlapping areas shall be ground and removed to ensure complete bitumen fusion and sealing, so as to avoid leakage hazards caused by sand trapped inside joints.
![]()
![]()