Environmentally friendly construction material compositions having improved early strength

US2023110621A1 · US · A1

Patent metadata
FieldValue
Publication numberUS-2023110621-A1
Application numberUS-202117911438-A
CountryUS
Kind codeA1
Filing dateMar 15, 2021
Priority dateMar 20, 2020
Publication dateApr 13, 2023
Grant date

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  1. Title

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  2. Abstract

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  5. First independent claim

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  6. CPC / IPC classifications

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  7. Citations and related patents

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Abstract

Official abstract text for this publication.

The present invention relates to construction material compositions comprising at most 55% by dry weight of Portland cement with a high early and late compressive strength. The other main components in the cement are SCMs, limestone, sulfate source and accelerator.

First claim

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1 - 17 . (canceled) 18 . A construction material composition comprising a) Portland cement clinker in an amount of from 15 to 55% by dry weight based on the total dry weight of the construction material composition; b) a supplementary cementitious material in an amount of from 20 to 75% by dry weight based on the total dry weight of the construction material composition; c) a calcium carbonate phase in an amount of from 5 to 40% by dry weight based on the total dry weight of the construction material composition; d) a sulfate source selected from the group consisting of gypsum, bassanite, anhydrite, and mixtures thereof in an amount of from more than 2.2 to 8 wt.-% of SO 3 based on the total dry weight of the construction material composition; and e) a hardening accelerator A comprising particles with calcium and silicon in a molar ratio Ca/Si of 0.1 to 2.2 in an amount of from 0.1 to 5% by weight related to the weight of the sum of CaO and SiO 2 of the hardening accelerator A based on the total dry weight of the construction material composition. 19 . The construction material composition according to claim 18 , wherein the supplementary cementitious material is selected from the group consisting of slag, fly ash, natural pozzolans, calcinated clay, silica fume, and mixtures thereof and/or wherein the calcium carbonate phase is selected from limestone, dolomite, calcite, aragonite, vaterite, and mixtures thereof. 20 . The construction material composition according to claim 18 , wherein the total SO 3 content and the total Al 2 O 3 content determined by elemental analysis are present in a weight ratio of from 1:10 to 5:1. 21 . The construction material composition according to claim 18 , wherein the Portland cement clinker and the supplementary cementitious material are present in a weight ratio of from 2:1 to 1:5. 22 . The construction material composition according to claim 18 , wherein the Portland cement clinker and the limestone are present in a weight ratio of from 4:1 to 1:2. 23 . The construction material composition according to claim 18 , wherein the hardening accelerator A further comprises a water soluble polymer in an amount of from 0.1% to 50% by weight related to the dry weight of the hardening accelerator A. 24 . The construction material composition according to claim 18 , wherein the hardening accelerator A comprises particles which are calcium-silicate-hydrate of the following empirical formula a CaO, SiO 2 , b Al 2 O 3 , c H 2 O, d X, e W X is an alkali metal W is an alkaline earth metal 0.5≤a≤2.5 0≤b≤1 1≤c≤6 0≤d≤1 0≤e≤2. 25 . The construction material composition according to claim 18 , wherein the composition comprises a) the Portland cement clinker in an amount of from 40 to 55% by dry weight based on the total dry weight of the construction material composition; b) the supplementary cementitious material in an amount of from 30 to 45% by dry weight based on the total dry weight of the construction material composition; c) the calcium carbonate phase in an amount of from 15 to 30% by dry weight based on the total dry weight of the construction material composition; d) the sulfate source in an amount of from 2.5 to 7 wt.-% of SO 3 based on the total dry weight of the construction material composition; and e) the hardening accelerator A in an amount of from 0.1 to 5% by weight related to the weight of the sum of CaO and SiO 2 of the hardening accelerator A based on the total dry weight of the construction material composition. 26 . The construction material composition according to claim 18 , wherein the composition comprises a) the Portland cement clinker in an amount of from 30 to 40% by dry weight based on the total dry weight of the construction material composition; b) the supplementary cementitious material in an amount of from 30 to 45% by dry weight based on the total dry weight of the construction material composition; c) the calcium carbonate phase in an amount of from 20 to 30% by dry weight based on the total dry weight of the construction material composition; d) the sulfate source in an amount of from 2.5 to 7 wt.-% of SO 3 based on the total dry weight of the construction material composition; and e) the hardening accelerator A in an amount of from 0.5 to 5% by weight related to the weight of the sum of CaO and SiO 2 of the hardening accelerator A based on the total dry weight of the construction material composition. 27 . The construction material composition according to claim 18 , wherein the composition comprises a) Portland cement clinker in an amount of from 20 to 30% by dry weight based on the total dry weight of the construction material composition; b) the supplementary cementitious material in an amount of from 30 to 50% by dry weight based on the total dry weight of the construction material composition; c) the calcium carbonate phase in an amount of from 20 to 40% by dry weight based on the total dry weight of the construction material composition; d) the sulfate source in an amount of from 2.5 to 7 wt.-% of SO 3 based on the total dry weight of the construction material composition; and e) the hardening accelerator A in an amount of from 1.0 to 5% by weight related to the weight of the sum of CaO and SiO 2 of the hardening accelerator A based on the total dry weight of the construction material composition. 28 . The construction material composition according to claim 18 , wherein the construction material composition comprises from more than 30 to 75% by dry weight of the supplementary cementitious material, based on the total dry weight of the construction material composition. 29 . The construction material composition according to claim 18 , wherein the construction material composition comprises a) the Portland cement clinker in an amount of from 15 to 47% by dry weight based on the total dry weight of the construction material composition; b) the supplementary cementitious material in an amount of from more than 30 to 70% by dry weight based on the total dry weight of the construction material composition; c) the calcium carbonate phase in an amount of from 5 to 20% by dry weight based on the total dry weight of the construction material composition; d) the sulfate source in an amount of from 2.5 to 7 wt.-% of SO 3 based on the total dry weight of the construction material composition; and e) the hardening accelerator A in an amount of from 0.1 to 5% by weight related to the weight of the sum of CaO and SiO 2 of the hardening accelerator A based on the total dry weight of the construction material composition. 30 . The construction material composition according to claim 18 , additionally comprising at least one additive selected from the group consisting of inorganic carbonates, alkali metal sulfates, polymeric dispersants, hardening accelerators, hardening retarders, thickeners, and stabilizers or a mixture of two or more thereof and/or additionally comprising at least one polymeric dispersant, in particular a polycarboxylate ether, phosphorylated polycondensation product or a sulfonic acid and/or sulfonate group containing dispersant and/or additionally comprising at least one polymeric dispersant, which is a sulfonic acid and/or sulfonate group containing dispersant selected from the group consisting of lignosulfonates, melamine formaldehyde sulfonate condensates, beta-naphthalene sulfonic acid condensates, sulfonated ketone-formaldehyde-condensates, and copolymers comprising sulfo group containing units and/or sulfonate group-containing units and carboxylic acid and/or carboxylate group-containin

Assignees

Inventors

Classifications

  • of calcium · CPC title

  • C04B28/04Primary

    Portland cements · CPC title

  • Carbon capture and storage [CCS] · CPC title

  • Calcium sulfate hemi-hydrate with a specific crystal form · CPC title

  • Production of cement, e.g. improving or optimising the production methods; Cement grinding · CPC title

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What does patent US2023110621A1 cover?
The present invention relates to construction material compositions comprising at most 55% by dry weight of Portland cement with a high early and late compressive strength. The other main components in the cement are SCMs, limestone, sulfate source and accelerator.
Who is the assignee on this patent?
Basf Se
What technology area does this patent fall under?
Primary CPC classification C04B28/04. Mapped technology areas include Chemistry & Metallurgy.
When was this patent published?
Publication date Thu Apr 13 2023 00:00:00 GMT+0000 (Coordinated Universal Time) (A1). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 8 related publications on this page (citations in our corpus or others sharing the same primary CPC).