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DESCRIPTION:

Product specifications:Plastic blind drain is plastic synthetic resin melted through the nozzle extruded filaments are stacked together, the three-dimensional porous material and its contact melting into the subject, in the outer package of geotextile as membrane, porous hollow rectangle, rounded rectangle, porous, hollow circular four the structure form, with a variety of dimensions.
Performance characteristics:
High compressive strength, good pressure resistance;
Surface high hole rate, drainage is good;
Permanent service life;
Selective membrane。
Convenient construction:Good flexibility to adapt to the deformation of soil


APPLICATION:

Widely used in seepage prevention and drainage of subgrade drainage tunnel, railway and highway, soft base embankment, retaining wall filter, slope and slope within the drainage, drainage moisture underground buildings, water collecting and drainage system of roof garden lawn, drainage, sewage treatment, landfill and other kinds of Engineering Common Specifications

 

1.Cricular shape

Cricular shapespecificationsMY5AMY7AMY8AMY8BMY10AMY15AMY20A




Section   size  mmOuter   diameterΦ 50Outer   diameterΦ 70Outer   diameterΦ 80Outer   diameterΦ 80Outer   diameterΦ 100Outer   diameterΦ150Outer   diameterΦ 200

inner diameter Φ45inner   diameterΦ 60inner   diameter Φ100inner   diameter Φ140












2.Pectangle



 PectanglespecificationsMF7MF12MF13MF30MF40



Section size  mm70×30120×45130×35300×35400×35



Outer diameter10×40inner   diameter10×50×2














3.water flux Indicators table
Section   size  mmMF7MF12MF13MF5AMF7AMF8AMF10AMF15AMF20A
70x3   inner diameter10x4120x35130x35Outer   diameterOuter   diameterOuter   diameterOuter   diameterOuter   diameterOuter   diameter
inner diameter10x50x2Φ50Φ70Φ80Φ100Φ150Φ200
inner diameterinner diameterinner diameter
Φ80Φ100Φ140
compressive strengthpressureMPa0.10.30.30.20.20.20.20.20.2
deformationcm<0.9<0.8<0.8<0.4<0.5<0.6<1.0<2.5<4
test methodRefer   to national industry standards SL/T235-1999
Flow capacitym³/d52.8727281112148180240360
m³/h2.2333.35627.511.215
test condition.
Hydraulic gradient i=0.2;Water Head   DifferenceΔh:0.3m,lengthL:1.5m


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