Lightweight concrete

US10597328B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-10597328-B2
Application numberUS-201815891765-A
CountryUS
Kind codeB2
Filing dateFeb 8, 2018
Priority dateFeb 9, 2017
Publication dateMar 24, 2020
Grant dateMar 24, 2020

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  1. Title

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  2. Abstract

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  5. First independent claim

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Abstract

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A lightweight structural concrete formulation comprises a wet mix of about 460 kg/m3 of cementitious material such as ordinary Portland cement of which about 50 percent has been replaced by ground granulated basic furnace slag (GGBFS) and 7 percent by silica fume (SF) in other words the mix introduces between about 178 and 228 kg/m3 therefore the combination is good to produce secondary reaction products when the cement hydrates which produces secondary calcium silicate hydrate (C—S—H) which makes the structure dense and thereby increases its mechanical durability characteristics of the concrete product. Possible ratios of GGBFS and SF are 30-70 percent and 5-10 percent, respectively. By making the structures dense increases the mechanical and durability characteristics of the concrete product. Other ratios have been made including GGBFS of 30-70 percent and silica fume 5-10 percent, respectively. It can be noted that the silica fume was added to the mixture as a supplementary cementitious material (SCM) not as an aggregate. It should also be noted that the particle sizes of GGBFS ranges between about 20-40 mm and that of silica fume is less than 20 mm.

First claim

Opening claim text (preview).

What is claimed is: 1. A lightweight structural concrete comprising: a wet concrete mix of 198 kg/m 3 ordinary Portland cement, 232 kg/m 3 ground-granulated blast-furnace slag (GGBFS), 32 kg/m 3 silica fume (SF), 140 kg/m 3 perlite aggregate, water in an amount of water/cement of 0.25, and a mixture of additional coarse and fine aggregate other than perlite. 2. A lightweight structural concrete product comprising: a wet mix of between 178 and 228 kg/m 3 ordinary Portland cement, between 207 and 253 kg/m 3 ground-granulated blast-furnace slag (GGBFS), between 29 and 35 kg/m 3 silica fume, and between 100 and 176 kg/m 3 perlite aggregates. 3. A lightweight structural concrete product according to claim 2 , wherein: the perlite aggregates are present in amount of between 110 and 160 kg/m 3 . 4. A lightweight structural concrete product according to claim 3 , wherein: the perlite aggregates are present in amount of 112 kg/m 3 . 5. A lightweight structural concrete product according to claim 3 , wherein: the perlite aggregates are present in amount of 140 kg/m 3 . 6. A lightweight structural concrete product according to claim 3 , wherein: the perlite aggregates are present in amount of 160 kg/m 3 . 7. A lightweight structural concrete product consisting of: a wet mix of between 178 and 228 kg/m 3 ordinary Portland cement, between 207 and 253 kg/m 3 ground-granulated blast-furnace slag (GGBFS), between 29 and 35 kg/m 3 silica fume, and between 100 and 176 kg/m 3 perlite aggregates. 8. The lightweight structural concrete product according to claim 7 , wherein: the perlite aggregates are present in amount of between 110 and 160 kg/m 3 . 9. The lightweight structural concrete product according to claim 7 , wherein: the wet mix consists of 112 kg/m 3 of the perlite aggregates. 10. The lightweight structural concrete product according to claim 7 , wherein: the wet mix consists of 140 kg/m 3 of the perlite aggregates. 11. The lightweight structural concrete product according to claim 7 , wherein: the wet mix consists of 160 kg/m 3 of the perlite aggregates. 12. A lightweight concrete structure comprising: a cured mass of a wet mix of a lightweight structural concrete product according to claim 7 .

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What does patent US10597328B2 cover?
A lightweight structural concrete formulation comprises a wet mix of about 460 kg/m3 of cementitious material such as ordinary Portland cement of which about 50 percent has been replaced by ground granulated basic furnace slag (GGBFS) and 7 percent by silica fume (SF) in other words the mix introduces between about 178 and 228 kg/m3 therefore the combination is good to produce secondary reactio…
Who is the assignee on this patent?
Univ King Fahd Pet & Minerals
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 Tue Mar 24 2020 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). 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).