LOGICBASE V-SL


Waterproofing polymer material

LOGICBASE V-SL is a non-reinforced membrane. It is produced by forming into a single sheet a plastic mass obtained by extruding polyvinyl chloride (PVC), fillers and technological additives. The front surface of the membrane is yellow; back surface black. The yellow signal layer on the front surface of the membrane allows you to detect damage to the waterproofing during installation. The membrane is produced with a sheet thickness of 1.5 and 2.0 mm. Not UV stabilized.

Application


It is used for waterproofing building structures and underground structures, including transport and hydraulic tunnels.

Type of construction

Type of object (structure, structure)

Application

Civil

Office and administrative buildings, as well as residential, shopping, entertainment and hotel complexes

For waterproofing foundations and operating coatings of underground parts

Transport

Railway, road, stage and metro station tunnels, pedestrian, buried, underground parts of transport buildings (stations, depots, garages)

For waterproofing building structures

Industrial

Industrial buildings of nuclear power plants

For waterproofing building structures

Hydraulic

Hydraulic tunnels, surge tanks, reclamation canals and reservoirs

For waterproofing building structures

Hydraulic

Water retaining dams, dams

For installation of anti-filtration screens

Advantages

  • Resistance to microorganisms
  • Resistance to root sprouting
  • Durability
  • High chemical resistance
  • Resistance to mechanical stress
  • High strength and elasticity

SPECIFICATIONS:


Indicator name

Unit change

Criterion

Value for thickness, mm

Test method

V-SL / V-SL (S)* / V-SL (W)**

1.5

2

Visible defects

Absence

GOST EN 1850-2-2011

Mass per unit area

kg/m 2

 

2.0

2.7

GOST EN 1849-2-2011

Straightforwardness

mm

no more

thirty

GOST R 56582 (EN 1848-

2:2001)

Flatness, no more

mm

no more

10

−//−

Tensile strength, method B,

MPa

   

GOST 31899-2-2011 (EN 12311-2:2000)

along the roll

no less

16

across the roll

15

Elongation at maximum load,

%

no less

350

Nail shank tear resistance

N

no less

150

GOST 31898-1-2011

(EN 12310-1:1999)

Flexibility at low temperatures

°C

no more

-35

GOST EN 495-5-2012

Flexibility on a beam with a radius of 5 mm,

°C

no more

-45

GOST 2678-94

Waterproof, 1 MPa for 24 hours

 

Absolute

GOST EN 1928-2011, B

Change in linear dimensions when heated for 6 hours at 80°C

%

no more

2

GOST EN 1107-2-2011

Resistance to dynamic punching at subzero temperatures

°C

no more

-thirty

STO 72746455-3.4.3-2015

Tear strength of the weld,

N/50 mm

no less

300

GOST R 56584-2015 (EN 12316-2:2013)

Tensile strength of the weld,

N/50 mm

no less

600

GOST R 56911-2016 (EN 12317:2010)

Resistance to dynamic punching (impact resistance)

mm

   

GOST 31897-2011

(EN 12691:2006)

on a solid base

no less

700

1400

on a soft base

1000

1800

Resistance to static bursting

kg

no less

20

GOST EN 12730-2011

Water absorption by mass

%

no more

0.1

GOST 2678-94

Friction coefficient of concrete on the membrane surface

0.6

GOST 11629-75

Resistance to root sprouting

Roots do not penetrate the material

CEN/TS 14416-2014

Long-term compressive strength, 48 hours.

MPa (N/mm 2 )

7

Same as SIA V 280-14

Water resistance at long-term compression 40 MPa for 96 hours

1 MPa for 24 hours

GOST EN 1928-2011, B

Chem. durability after aging

in aggressive environments:

 

sodium chloride salt solution NaCI

%

Change of properties no more

10

GOST R 56910-2016 /EN 1847:2009

alkali solution Ca(OH) 2

sulfurous acid solution H 2 SO 3

sulfuric acid solution H 2 SO 4

Radon diffusion coefficient

2 /s

no more

5.5×10 -11

Methodology of NIISF RAASN

Methane Permeability

3 (n.a.)/(m 2 ×h×atm)

no more

1.5×10 -6

1.1×10 -6

Methodology of NIISF RAASN

Seismic resistance

Up to 9 points on the MSK-64 scale

Methodology of FSBEI HPE MGSU

Resistance to mold fungi

Does not exceed score 3

GOST 9.049-91

Potential service life

years

100

According to the conclusion of NIISF RAASN

Roll length

m

±0.3

20

GOST 2678-94

Roll width

±0.02

2.05

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