Dry adhesive mixtures based on cement binder

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Question 1

Adhesive mixtures must comply with the requirements of the GOST R 56387 standard and be manufactured according to technological documentation approved by the manufacturer. The main indicators of the quality of adhesive mixtures in the hardened state are ...

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Transverse deformation

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Strength of the adhesive bond (adhesion) after exposure to an aqueous environment

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Open time

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Wetting ability

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Strength of adhesive bond (adhesion) after cyclic freezing and thawing

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Strength of the adhesive bond (adhesion) after exposure to an air-dry environment

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Strength of adhesive bond (adhesion) after exposure to high temperatures

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Material on this issue is presented in the GOST R 56387 .

Question 2

What requirements must be met for adhesive mortar mixtures (ready-to-use)?

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Resistance to slipping of adhesive mixtures is characterized by the value of displacement under the influence of gravity of facing tiles laid on a vertical or inclined surface. For adhesive mixtures, the offset value should be no more than 1.5 mm.

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The average density of adhesive mortar mixtures is set by the manufacturer at the request of the consumer

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The average density of adhesive mortar mixtures must exceed 1800 kg/m3

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Resistance to slipping of adhesive mixtures is characterized by the value of displacement under the influence of gravity of facing tiles laid on a vertical or inclined surface. For adhesive mixtures of class T, the displacement value should be no more than 0.5 mm, for mixtures of other classes - no more than 0.7 mm.

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The water-holding capacity of ready-to-use adhesive mortar mixtures must be at least 98%

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The water-holding capacity of adhesive mortar mixtures, ready for use, must be at least 85%

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Material on this issue is presented in the GOST R 56387 .

Question 3

An example of a symbol for an adhesive mixture based on a cement binder, intended for interior and exterior work, meeting increased requirements, with increased resistance to slipping, increased open time and high elasticity.

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Dry construction adhesive mixture C1 TE S1, GOST R 56387

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Dry construction adhesive mixture C2 TE S2, GOST R 56387

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Dry construction adhesive mixture C1 FE S2, GOST R 56387

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Dry construction adhesive mixture C2 FE S2, GOST R 56387

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Dry construction adhesive mixture C1 TE S2, GOST R 56387

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Dry construction adhesive mixture C2 TE S1, GOST R 56387

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Material on this issue is presented in the GOST R 56387 .

Question 4

Adhesive mixtures must comply with the requirements of the GOST R 56387 standard and be manufactured according to technological documentation approved by the manufacturer. The main indicators of the quality of adhesive mixtures in a dry state are ...

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Low dust generation

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Color

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Humidity

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Content of grains of the largest coarseness

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Largest aggregate grain size

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Bulk density

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Material on this issue is presented in the GOST R 56387 .

Question 5

What requirements must be met for hardened solutions of adhesive mixtures?

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The strength of the adhesive joint after exposure to an air-dry environment for 28 days must be no less than:

0.5 MPa for C0;
0.5 MPa for C1;
1.0 MPa for C2.

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The strength of the adhesive connection to the base of fast-hardening class F adhesives after exposure in an air-dry environment for 6 hours should be no more than 0.5 MPa

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The strength of the adhesive joint after exposure to high temperatures must be no less than:

0.5 MPa for C1;
1.0 MPa for C2.

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The transverse deformation of class S1 adhesives must be at least 2.5 mm, class S2 – at least 5 mm.

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The strength of the adhesive joint after cyclic freezing and thawing must be no less than:

0.5 MPa for C1;
1.0 MPa for C2.

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The strength of the adhesive joint after exposure to an aqueous environment must be no less than:

0.5 MPa for C1;
1.0 MPa for C2.

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The open time to achieve an adhesive joint strength of at least 0.5 MPa should be for adhesives of the following class:

C0 and F – when gluing tiles after 10 minutes;
C1 and C2 – when gluing tiles after 20 minutes;
E – when gluing tiles after 30 minutes.

Correct
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Material on this issue is presented in the GOST R 56387 .

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