Cement composition comprising biochar
US-2024425410-A1 · Dec 26, 2024 · US
US12338178B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-12338178-B2 |
| Application number | US-202017603486-A |
| Country | US |
| Kind code | B2 |
| Filing date | May 6, 2020 |
| Priority date | May 6, 2019 |
| Publication date | Jun 24, 2025 |
| Grant date | Jun 24, 2025 |
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A mortar composition, in particular a leveling mortar composition, including: a) 10-50 wt. % of a hydraulic binder, b) 10-25 wt. % of lightweight aggregates, c) 30-50 wt. % of further aggregates which have a particle density that is higher than the particle density of the lightweight aggregates, d) 0.5-5 wt. % of a polymer.
Opening claim text (preview).
The invention claimed is: 1. A mortar composition, comprising: 15-40 wt. %, of calcium aluminate cement and/or sulphoaluminate cement; 3-18 wt. %, Portland cement; optionally 0.1-10 wt. % latent hydraulic and/or pozzolanic binder materials, especially slag and/or fly ash; 10-25 wt. % of lightweight aggregates, comprising porous inorganic particles and/or hollow inorganic particles; 30-50 wt. % of further aggregates which have a particle density that is higher than the particle density of the lightweight aggregates, and which aggregates comprise quartz, sand and/or calcium carbonate; 0.5-5 wt. % of a polymer which is a water soluble or water redispersible polymer; and 0-10 wt. %, of one or more additives; whereby all amounts are with respect to the total weight of the mortar composition in dry state, and wherein the mortar composition comprises Portland cement and aluminate cement and/or sulphoaluminate cement with a weight ratio of Portland cement to aluminate cement and/or sulphoaluminate cement from 0.05-3. 2. The mortar composition according to claim 1 , wherein a particle density of the lightweight aggregates is from 100-2,000 kg/m 3 . 3. The mortar composition according to claim 1 , wherein the lightweight aggregates include two different types of particles, wherein a first type of particles have a particle size of 0.01-1,000 μm, and a second type of particles have a particle size of 0.01-4,000 μm. 4. The mortar composition according to claim 3 , wherein a first type of particles are hollow silicate spheres and the second type of particles are expanded clay aggregates. 5. The mortar composition according to claim 4 , wherein a weight ratio of the first type of particles to the second type of particles is from 1:2-10:1. 6. The mortar composition according to claim 1 , wherein the polymer is a water soluble or water redispersible polymer, and/or wherein the polymer has a glass transition temperature of −45-10° C. 7. A kit-of-parts comprising: (i) a mortar composition according to claim 1 ; (ii) optionally mineral wool, slag wool and/or glass wool; (iii) optionally, an adhesive composition, whereby the adhesive composition comprises: a) 10-50 wt. % of a hydraulic binder, b) 20-60 wt. % of lightweight aggregates, c) 10-25 wt. % of a polymer; and whereby the adhesive composition is chemically different from the mortar composition; whereby, in addition to the mortar composition, the kit-of-parts comprises either mineral wool, or the adhesive composition, or both. 8. The kit-of-parts according to claim 7 , whereby the mineral wool is present in the form of a flat plate or mat. 9. A structure, a wall or a ceiling, comprising: a substrate; a first layer, comprising mineral wool; a second layer, comprising the mortar composition according to claim 1 in hardened state; optionally, a third layer, comprising an adhesive in hardened state, the adhesive composition comprising: a) 10-50 wt. % of a hydraulic binder, b) 20-60 wt. % of lightweight aggregates, c) 10-25 wt. % of a polymer; optionally, a cover element. 10. The structure according to claim 9 , whereby a thickness of the first layer is smaller than a thickness of the second layer and/or whereby a thickness of the third layer is smaller than a thickness of the first layer.
Sound-insulating materials · CPC title
Masonry mortars · CPC title
Polymers characterised by their glass transition temperature (Tg) · CPC title
Calcium aluminosulfate cements, e.g. cements hydrating into ettringite · CPC title
Portland cements · CPC title
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