IP Library Granted Patent US 12,312,272
Granted Patent B2
US 12,312,272 · App. 18/165,059 · Granted May 27, 2025

Low-density high-strength concrete and related methods

Inventor: Randall L. Byrd (Austin, TX)
Assignee: SEBASTOS TECHNOLOGIES, INC.
C04B28/04C04B14/24C04B18/027C04B28/02C04B2103/44C04B2103/58C04B2111/00103C04B2111/40Y02W30/91
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Quick Facts
Patent No.
US 12,312,272
App. No.
18/165,059
Granted
May 27, 2025
Kind
B2
Abstract

A low-density, high-strength concrete composition that is lightweight and self-compacting or non-self-compacting, with a low weight-fraction of aggregate to total dry raw materials, and a highly-homogenous distribution of a non-absorptive and closed-cell lightweight aggregate such as glass microspheres or copolymer polymer beads or a combination thereof, and the steps of providing the composition or components. Lightweight concretes formed therefrom have low density, high strength-to-weight ratios, and high R-value. The concrete has strength similar to that ordinarily found in structural lightweight concrete but at a lower density, such as an oven-dried density as low as 40 lbs./cu.ft. Such strength-to-density ratios range approximately from above 30 cu.ft/sq.in. to above 110 cu.ft/sq.in., with a 28-day compressive strength ranging from about 3400 to 8000 psi.

Claims (27)

1. A hydraulically settable lightweight concrete composition, said composition comprising:

one or more cementitious materials, where the cementitious material comprises one or more natural pozzolans;

water; and

an aggregate mix composed of individual particles that are substantially volumetrically stable and non-absorbent;

said aggregate mix comprising at least a first LWA;

said first LWA comprising hollow glass microspheres; and

a shrinkage reducer and an expansive agent; and

said composition having a plastic density of below about 50 lb./cu.ft.

2. The hydraulically settable lightweight concrete composition of claim 1 , wherein the natural pozzolans are class N natural pozzolans.

3. The hydraulically settable lightweight concrete composition of claim 1 , wherein the cementitious material further comprises one or more of fly ash, silica fume, and calcium carbonate.

4. The hydraulically settable lightweight concrete composition of claim 1 , wherein the cementitious material further comprises calcium carbonate.

5. The hydraulically settable lightweight concrete composition of claim 1 , wherein each of said one or more cementitious materials, water, and aggregate mix has a volume; and wherein a ratio of the volume of the first LWA to a sum of the said volumes is at least about 40%.

6. A method of preparing a hydraulically settable lightweight concrete composition, comprising the steps of:

mixing one or more cementitious materials, a first LWA, and optionally a second LWA, wherein both the first LWA and the second LWA are substantially volumetrically stable and non-absorbent,

said providing an aggregate mix step comprising at least the steps of providing a first and a second LWA;

said first LWA comprising hollow glass microspheres;

said second LWA comprising polymer beads;

said polymer beads being solid and having a median size of greater than about 150 μm,

wherein the cementitious material comprises one or more natural pozzolans.

7. The method of claim 6 , wherein the natural pozzolans are class N natural pozzolans.

8. The method of claim 6 , wherein the cementitious material further comprises one or more of fly ash, silica fume, and calcium carbonate.

9. The method of claim 6 , wherein the cementitious material further comprises calcium carbonate.

10. The method of claim 4 , wherein the amounts of the one or more cementitious materials, first LWA, and second LWA are effective to achieve a target density, after curing of the lightweight concrete composition, of not more than about 125 lb./cu.ft.

11. The method of claim 4 , further comprising:

adding water,

wherein the amounts of water, one or more cementitious materials, the first LWA, and second LWA are effective to achieve a target plastic density in said composition of not more than about 135 Ib./cu.ft.; and wherein the composition is self-compacting.

12. The method of claim 4 , wherein the mixing step further includes mixing a shrinkage reducer and an expansive agent.

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Feb 6, 2023
From: BYRD, RANDALL L
To: SEBASTOS TECHNOLOGIES INC.
Reel/Frame 062604/0089 →
Continuity (9)
Continuation 17002490 · Aug 25, 2020
Continuation 16277362 · Feb 15, 2019
Continuation In Part 15808525 · Nov 9, 2017
Continuation In Part 15462114 · Mar 17, 2017
Continuation In Part PCTUS2016051047 · Sep 9, 2016
Continuation In Part 14857380 · Sep 17, 2015
Provisional Application 62710442 · Feb 16, 2018
Provisional Application 62216255 · Sep 9, 2015
Related Publication 20240043332A1 · Feb 8, 2024
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