This product is a high-performance SBS elastomer-modified bitumen waterproofing membrane developed by Nüwa Group by incorporating advanced foreign asphalt modification technology and drawing on years of construction experience.

Based on the top surface separation material, they are classified as polyethylene film (PE), fine sand (S), and mineral granules (M). Based on the bottom surface separation material, they are classified as polyethylene film (PE) and fine sand (S). Based on material properties, they are classified as Type I and Type II.
Thickness: 3.0 mm, 4.0 mm;
Width: 1000 mm;
Nominal area: 7.5 m², 10 m².
Products shall be marked in the following order: name, model number, tire base, upper surface material, lower surface material, thickness, area, and the number of this standard.
Example: A 10 m² sheet of Type I Super King SBS elastomer-modified bitumen waterproofing membrane, 3.0 mm thick, with a mineral granule top surface and a polyethylene film bottom surface, is labeled as:
SBS I PY M PE 310 GB 18242-2008
Hot-melt application: A method in which a heating tool is used to melt the backing of the membrane, allowing it to bond to the substrate or to another membrane.

Cleaning the Base
Suitable for waterproofing and seepage prevention projects on roofs and in basements of industrial and residential buildings;
Suitable for waterproofing and seepage prevention projects in municipal engineering, such as subways, tunnels, concrete-paved roadways, bridge decks, wastewater treatment plants, and landfills;
Suitable for waterproofing projects in water conservancy facilities such as canals and reservoirs, as well as for structures such as swimming pools and fire protection reservoirs;
For above-ground applications, use waterproofing membranes with an opaque mineral granule top layer; for underground projects, it is recommended to use waterproofing membranes with a fine sand top layer.
Applicable Standard: GB 18242-2008 "Elastomer-Modified Bitumen Waterproofing Membranes"
| No. | Project | I | II | ||
| 1 | Soluble Matter Content (g/m²) ≥ | ||||
| 4 | 208 | ||||
|
2 |
Heat Resistance |
℃ | 90 | 105 | |
| ≤ mm | |||||
| Experimental Observations | No flowing or dripping | ||||
| 3 | Low-Temperature Flexibility /°C | -20 | -25 | ||
| No cracks | |||||
| 4 | Water Impermeability/30 min | 0.3 MPa | |||
| 5 | Tensile force | Maximum peak tensile force/(N/50 m) ≥ | 500 | 800 | |
| Experimental Observations | During the tensile test, no cracking of the asphalt coating or delamination from the carcass was observed in the center of the test specimen. | ||||
| 6 | Maximum peak-to-peak extension ratio / % ≥ | 30 | 40 | ||
| 7 | Weight gain after soaking / % ≤ | PE, S | 1.0 | ||
| 2.0 | |||||
|
8 |
Heat Aging |
Tensile Retention Rate / % | 90 | ||
| Elongation Retention Rate / % | 80 | ||||
| Low-Temperature Flexibility /°C | 15 | 20 | |||
| No cracks | |||||
| Rate of dimensional change / % ≤ | 0.7 | ||||
| Mass loss / % ≤ | 1.0 | ||||
| 9 | Oil permeability/number of sheets ≤ | 2 | |||
| 10 | Seam Peel Strength/(N/mm) ≥ | 1.5 | |||
| 11 | Mineral granule adhesion b/g ≤ | 2.0 | |||
| 12 | Thickness of the asphalt coating on the underside of the roll material / mm ≥ | 1.0 | |||
|
13 |
Artificial Climate-Accelerated Aging |
Appearance | No sliding, running, or dripping | ||
| Tensile Retention Rate / % ≥ | 80 | ||||
| Low-Temperature Flexibility / °C / Crack-Free | -15 | -20 | |||
| b Applies only to roll materials with a mineral granule surface. | |||||