Cement composition containing dune sand and limestone powder, concrete products and method for making concrete products
US-9039830-B2 · May 26, 2015 · US
US10457603B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10457603-B2 |
| Application number | US-201916276285-A |
| Country | US |
| Kind code | B2 |
| Filing date | Feb 14, 2019 |
| Priority date | Mar 30, 2016 |
| Publication date | Oct 29, 2019 |
| Grant date | Oct 29, 2019 |
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A structural lightweight concrete composition comprising cement, a fine aggregate such as sand, a natural coarse aggregates, such as limestone, scoria or perlite or mixtures thereof, a synthetic coarse aggregate comprising a polymeric material, such as polypropylene beads, an industrial waste byproduct in the form of fine particles, such as silica fume or heavy oil ash, a superplasticizer, such as a polycarboxylate ether and water demonstrating lower thermal conductivity and sufficient compressive strength. Concrete products made therefrom and methods for producing such products are also provided.
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The invention claimed is: 1. A lightweight concrete product casting method, comprising: mixing a cement, a fine aggregate, a natural coarse aggregate, spherical polymeric beads and a industrial waste byproduct in the form of fine particles to form a solid cement mixture having the following composition: the cement; the fine aggregate; the natural coarse aggregate which comprises 10-25 wt % expanded perlite based on the weight of the natural coarse aggregate; the synthetic coarse aggregate which comprises a spherical polymeric material beads; the industrial waste byproduct which is in the form of fine particles; wherein the average particle size of the fine aggregate and the industrial waste byproduct is less than or equal to 1 mm and the average particle size of the synthetic coarse aggregate spherical polymeric beads and the natural coarse aggregate is greater than 1 mm; wherein the weight ratio of water to cement is in the range of 0.33 to 0.8 and is sufficient to affect hydraulic setting of the cement; and wherein the spherical polymeric beads have a specific gravity of 0.8-0.95; adding water and a superplasticizer to the cement mixture to affect hydraulic setting while maintaining a slump in the range of 50-100 mm to form a fluid concrete mixture; casting the fluid concrete mixture in a predetermined shape by placing the fluid concrete mixture in a mold to produce a cast concrete product after setting. 2. The method of claim 1 , wherein the spherical polymeric beads are spherical polypropylene beads pith an average particle size of 4-15 mm. 3. The method of claim 1 , wherein the fine aggregate is sand with an average particle size of less than 700 μm. 4. The method claim 1 , wherein the natural coarse aggregate comprises crushed limestone having an average particle size in the range of 1-20 mm. 5. The method of claim 1 , wherein the industrial waste byproduct is at least one selected from the group consisting of silica fume and heavy oil ash. 6. The method of claim 1 , wherein the superplasticizer is a polycarboxylate ether.
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