High performance concretes and methods of making thereof

Patent metadata

Field	Value
Publication number	US-2020102248-A1
Application number	US-201816146319-A
Country	US
Kind code	A1
Filing date	Sep 28, 2018
Priority date	Sep 28, 2018
Publication date	Apr 2, 2020
Grant date	—

Abstract

Concrete compositions containing cement, a fine aggregate such as sand, a coarse aggregate such as crushed limestone, an industrial waste material such as electric arc furnace dust, cement kiln dust, oil ash, or limestone powder. High performance concretes made therefrom and methods of producing such concretes are also specified. The addition of industrial waste materials and nano silica provides enhanced mechanical strength (e.g. compressive strength, flexural strength) and improved durability (e.g. resistance to penetration of chloride ions) to the high performance concretes.

First claim

1 . A concrete composition, comprising:
a hydraulic cement; a fine aggregate; a coarse aggregate; an industrial waste material; and a nano silica; wherein: a weight ratio of the industrial waste material to the hydraulic cement ranges from 0.01:1 to 0.3:1; and a weight ratio of the nano silica to the hydraulic cement ranges from 0.01:1 to 0.1:1.

2 . The concrete composition of claim 1 , wherein the industrial waste material is at least one selected from the group consisting of electric arc furnace dust having a specific gravity of 1.5-2.5, cement kiln dust having a specific gravity of 2.5-3.5, oil ash having a specific gravity of 0.3-1.0, and limestone powder having a specific gravity of 2.0-3.2.

3 . The concrete composition of claim 1 , wherein the industrial waste material is in the form of particles.

4 . The concrete composition of claim 1 , which has a weight percentage of the industrial waste material ranging from 0.5-10% relative to a total weight of the concrete composition.

5 . The concrete composition of claim 1 , wherein the nano silica has a bulk density of 1.0-2.0 g/cm 3 .

6 . The concrete composition of claim 1 , wherein the nano silica has an average particle size of 1-80 nm.

7 . The concrete composition of claim 1 , which has a weight percentage of the nano silica ranging from 0.5-5% relative to a total weight of the concrete composition.

8 . The concrete composition of claim 1 , wherein the hydraulic cement comprises ASTM C150 Type I Portland cement.

9 . The concrete composition of claim 1 , which has a weight percentage of the hydraulic cement ranging from 15-20% relative to a total weight of the concrete composition.

10 . The concrete composition of claim 1 , wherein the fine aggregate has an average particle size in a range of 0.05-1 mm.

11 . The concrete composition of claim 1 , wherein the fine aggregate comprises dune sand having a specific gravity of 2.2-2.8.

12 . The concrete composition of claim 1 , wherein the coarse aggregate has an average particle size in a range of 2-15 mm.

13 . The concrete composition of claim 1 , wherein the coarse aggregate comprises crushed limestone having a specific gravity of 2.2-3.0.

14 . The concrete composition of claim 1 , further comprising a superplasticizer.

15 . The concrete composition of claim 1 , which is devoid of nano calcium carbonate, steel fibers, or both.

16 . A wet concrete slurry, comprising:
the concrete composition of claims 1 ; and 40-50 wt % water relative to a total weight of the wet concrete slurry.

17 . A high performance concrete, comprising a cured form of the wet concrete slurry of claim 16 .

18 . The high performance concrete of claim 17 , which has a compressive strength of 50-75 MPa as determined by ASTM C39.

19 . The high performance concrete of claim 17 , which has a flexural strength of 3.4-6.0 MPa as determined by ASTM C78.

20 . A method of producing the high performance concrete of claim 17 , the method comprising:
casting the wet concrete slurry in a mold to form a casted wet concrete; and curing the casted wet concrete for 2-30 days thereby forming the high performance concrete.

Assignees

• Univ King Fahd Pet & Minerals

Inventors

• Alkhatib Anas
• Maslehuddin Mohammed
• Al-Dulaijan Salah Uthman
• Shameem Mohammed

Classifications

• C04B14/28

  of calcium · CPC title

• C04B2201/52

  High compression strength concretes, i.e. with a compression strength higher than about 55 N/mm2, e.g. reactive powder concrete [RPC] · CPC title

• C04B28/04 Primary

  Portland cements · CPC title

• C04B2111/20

  Resistance against chemical, physical or biological attack · CPC title

• C04B2103/32

  Superplasticisers · CPC title