Dry adhesive mixtures based on cement binder

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Question 1

To mix (dilute, mix) cement adhesive mixtures of class C1, it is necessary to use...

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Water

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Water latex

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PVA - emulsion of polyvinyl acetate in water, with a plasticizer and special additives

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Synthetic oil

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Vegetable oil

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Primer

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Water-based latex mixture

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Adhesive milk

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Material on this issue is presented in technical data sheets for cement adhesive mixtures.

Question 2

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

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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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Wetting ability

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

Question 3

What requirements must be met for adhesive mixtures in a dry state?

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The content of grains larger than 0.63 mm in the adhesive mixture should not exceed 0.50%

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The largest grain size of the adhesive mixture should not exceed 0.63 mm.

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The moisture content of adhesive mixtures should not exceed 0.30% by weight

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The amount of cement in the adhesive mixture must exceed 35% of the mass

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The bulk density of the adhesive mixture should not exceed 1600 kg/m3

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The specific effective activity of natural radionuclides of adhesive mixtures should not exceed the limit values ​​​​established by GOST 30108

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

Question 4

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

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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 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 joint after exposure to an aqueous environment must be no less than:

  • 0.5 MPa for C1;
  • 1.0 MPa for C2.
Correct
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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.
0

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

Question 5

The terms with their corresponding definitions are listed below. Indicate those for which the match is correct.

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Pot life is the period of time after mixing the mortar mixture necessary to achieve readiness for installation.

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Open time - the maximum period of time after applying a layer of mortar mixture of a given adhesion strength to the base on the base, during which it is allowed to lay facing tiles on the applied mortar mixture.

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Adhesion is the ability of a layer of mortar mixture treated with a notched trowel to wet the facing tile.

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Sliding is the displacement under the influence of gravity of tiles or slabs laid on a layer of mortar mixture treated with a notched trowel applied to a vertical or inclined surface.

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Holding time after preparation is the maximum period of time during which a freshly prepared mortar mixture (after additional mixing without adding water) retains its technological properties.

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A notched trowel is a toothed tool that allows you to create a layer of mortar mixture on the base in the form of grooves of the same thickness.

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Material on this issue is set out in the GOST R 56387 .

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