DRY MORTAR MIXTURE WITH GRAINS OF EXPANDED GLASS

Abstract

Dry mortar mixture characterized by a glass mixture of expanded glass beads with a grain size d/D 0/8, mixed in a ratio of between 1:1 and 1:3, for example 1:2 with a dust poor or dust free binding mixture of hydraulic binders and stone granules in the weight ratio of 1:2 to 1:4. The glass has a discontinuous grain distribution. For the glass mixture the fractions 0.5/1.0 and 2.0/4.0 are present while the fractions 0.25/0.5 and 1.0/2.0 are absent. For the glass mixture preferably all grain sizes between 1.0 and 2.0 mm are absent and the grain size distribution is around an average, so that an open structure is obtained.

Claims

1-25. (canceled)

26. Dry mortar mixture comprising a glass mixture of expanded glass beads as glass granulate with a grain size with a discontinuous grain distribution d/D 0/4, meaning that present are grains of at least 0 and at most 4.0 millimeter diameter, mixed in a ratio of between 1:1 and 1:3 with a dust free binding mixture of hydraulic binders and sand as stone granules in the weight ratio of between 1:2 and 1:4; wherein for the glass mixture the d/D fractions 0.5/1.0 and 2.0/4.0 are present while the fractions 0.25/0.5 and 1.0/2.0 are absent, such that for the glass mixture all grain sizes between 1.0 and 2.0 mm are absent; and the grain size distribution is around an average, so that an open structure is obtained; and wherein a fraction relates to an undivided group of grain sizes.

27. Mixture according to claim 26, wherein to the binder mixture the following additives at a minimum of 0.1% by weight per additive are added: elastomers in powder form; in water re-dispersible resin powder; alkali metal salt, anti-foaming agent; aniogeen and non-aniogeen surfactant; hydroxyl carboxylic acid; one of preservatives, thickeners, liquefaction agents.

28. Mixture according to claim 26, wherein for the glass mixture the average grain size distribution of the glass granulate is at least substantially a factor of 1.25 larger in comparison with the average grain size distribution of the sand; and for the glass mixture the d50 value, meaning the grain size associated with the median of the summed mass percentage of the grains, of the glass is between 1.0 and 3.0 mm; and mixed in a ratio of 1:2, being 6 kg of glass mixture and 12 kg of binder mixture.

29. Mixture according to claim 26, wherein the hydraulic binder contains a content by weight of mineral binder, being Portland cement; the binder is present in an excess; the sand has a grain size of at least 0.05 mm and not more than 3 mm.

30. Method wherein the mixture according to claim 26 is mixed at the construction site with water, to a plastic mortar and is in a thickness of approximately between 5 and 25 mm, spread on the substrate with a blade, wherein the mortar is applied onto a concrete floor in the bathroom of a permanent home on shore and onto the cured mortar layer, with the aid of a dispersion adhesive, the floor covering, providing the top layer, is applied.

31. Dry mortar mixture comprising a glass mixture of expanded glass beads as glass granulate with a grain size with a discontinuous grain distribution d/D 0/4, meaning that present are grains of at least 0 and at most 4.0 millimeter diameter, mixed in a ratio of between 1:1 and 1:3 with a dust free binding mixture of hydraulic binders and sand as stone granules in the weight ratio of between 1:2 and 1:4; wherein for the glass mixture the d/D fractions 0.5/1.0 and 2.0/4.0 are present while the fractions 0.25/0.5 and 1.0/2.0 are absent, such that for the glass mixture all grain sizes between 1.0 and 2.0 mm are absent and the two fractions are present in equal mass percentage and the grain size distribution is around an average, so that an open structure is obtained, and wherein a fraction relates to an undivided group of grain sizes; and also wherein to the binder mixture the following additives at a minimum of 0.1% by weight per additive are added: elastomers in powder form; in water re-dispersible resin powder; alkali metal salt, anti-foaming agent; aniogeen surfactant; hydroxyl carboxylic acid; one of preservatives, thickeners, liquefaction agents; and also wherein for the glass mixture the d50 value, meaning the grain size associated with the median of the summed mass percentage of the grains, of the glass is between 1.0 and 3.0 mm, and the hydraulic binder contains Portland cement; the binder is present in an excess; the sand has a grain size of at least 0.05 mm and not more than 3 mm.

Description

EXAMPLE I

[0009] The dry binding mixture contains: 200 parts by weight portland cement (hydraulic binder), 400 parts by weight sand from 0.12 to 2 mm, 25 parts by weight elastomers, 15 parts by weight again in water dispersible synthetic material powder, 5 parts by weight of a mixture of 1 mole of lithium carbonate and 1 mole of tartaric acid, 5 parts by weight alkali metal salt (on sodium basis), 10 parts by weight anti-foaming agent and 10 parts by weight surfactant. The dry glass mixture contains: in equal parts only fractions 0.5-1.0 mm and 2.0-4.0 mm. The dry mortar mixture contains 6 kg dry glass mixture to 12 kg of dry binder mixture, at the building site 3.5 liters of water is added thereto.

EXAMPLE II

[0010] As Example I, the hydraulic binder comprises portland quick-cement, gypsum hemihydrate, and clay-earth-quick cement in the weight ratio 1:1:1.

EXAMPLE III

[0011] The dry binder mixture contains: 200 parts by weight hydraulic binder, 500 parts by weight sand from 0.12 to 2 mm, 35 parts by weight of rubber powder, 10 parts by weight alkali-resistant re-dispersible vinyl acetate-ethene copolymer, 5 parts by weight calcium salt of diisopropyl nafthalene sulfonacid as an anti-foaming agent, 5 parts by weight of the sodium salt of a with sulfonic groups modified melamine-formaldehyde condensation product to provide flowability, 5 parts by weight alkylaryl sulphonate. The dry glass mixture contains: in equal parts only the sieve fractions 0.5-1.0 mm and 2.0-4.0 mm. The dry mortar mixture contains 6 kg dry glass mixture to 12 kg of dry binder mixture, at the building site 3.5 liters of water is added thereto.

EXAMPLE IV

[0012] The dry binding mixture contains: 1000 parts by weight of portland cement and tras cement in the ratio 30:70, 2000 parts by weight quartz sand from 0.12 to 2 mm, 180 parts by weight of rubber powder, 60 parts by weight redispersible resin powder, 15 parts by weight of the calcium salt of diisobutyl nafthalene sulfonacid (anti-foaming), 15 parts by weight anti-foaming agent, 15 parts by weight flow agent, 15 parts by weight alkylarylsulphonate. The dry glass mixture contains: in equal parts only the sieve fractions 0.5-1.0 mm and 2.0-4.0 mm.

[0013] The dry mortar mixture contains 6 kg dry glass mixture to 12 kg of dry binder mixture, at the building site 3.5 liters of water is added thereto.

EXAMPLE V

[0014] The same as any of examples I-IV, with the exception that the dry glass mixture contains in equal parts the sieve fractions 0.25-0.5 and 0.5-1.0 and 2.0-4.0 mm.

[0015] After curing the mortars of the above examples satisfy the following conditions (DIN18156): compressive strength 25 MPa, flexural strength 8 MPa, adhesion-tensile strength 1.5 MPa (dry and 0.8 MPa (wet), shear strength 9 N/mm (dry) and 6 N/mm (wet).

[0016] Commercially available fractions expanded glass granulate are for example: 0.1-0.3; 0.25-0.5; 0.5-1.0; 1.0-2.0; 2.0-4.0; 4.0-8.0.

[0017] The values indicated in the Examples I-V may differ 10 or 20%.

[0018] The attached single Fig. shows the discontinuous grain size distribution of the glass according to an example according to which the glass mixture consists of the two fractions 0.5/1.0 and 2.0/4.0 (d/D=0.5/4.0 for the total glass mixture), and all other groups are missing, while the two fractions are present in equal mass percentage (50/50). Vertically, the summed mass percentage and horizontally the grain size of the granulate are indicated.