Custom Flood Prevention Emergency Sub-Levee, Images of Sub-Levees, Main Technical Specifications

Custom Flood Prevention Emergency Sub-Levee, Images of Sub-Levees, Main Technical Specifications

 Custom Flood Prevention Emergency Sub-Levee, Images of Sub-Levees, Main Technical Specifications

From Hebei Wuxing Electric Power Equipment Co., Ltd.Portable Flood Control Sub-Levees, Assembled Plate Dam Flood Control Sub-Levees, Flood Control Sub-LeveesThe folded water-retaining panels are made of high-density fiberglass corrugated plates and have the following advantages

▲   High mechanical strength: Made of high-strength alkali-free glass fiber as reinforcement material, compounded with unsaturated polyester resin and anti-corrosion, anti-aging gel coat, it has excellent mechanical strength and impact resistance;

▲   Smooth and beautiful surface, easy to clean: The surface is specially treated, smooth and bright, and extremely easy to clean;

▲   Corrosion resistance and wear resistance: The product uses imported anti-aging and anti-corrosion gel coat, which has passed the anti-aging test and has a service life of up to 20 years;

▲   Strong impermeability and no deformation: The wall panels are treated with lap joints up and down with corrugated plates. The fiberglass panels are impermeable, allowing water to flow down automatically without outflow, so it has excellent water resistance and excellent chemical stability to rainwater, acid, alkali, salt and other media;

『1』Portable Flood Control Sub-Levees, Assembled Plate Dam Flood Control Sub-Levees, Flood Control Sub-LeveesWorking Principle

From Hebei Wuxing Electric Power Equipment Co., Ltd.Portable Flood Control Sub-Levees, Assembled Plate Dam Flood Control Sub-Levees, Flood Control Sub-Leveesapply the principle of face dams in hydraulic engineering. Multiple components such as angle brackets, beams, and folded water-retaining support panels are connected and fastened to form a rigid sub-levee body, and the water-retaining support plates play the role of water blocking of the face dam.