High strength structural perlite concrete

• US 5,114,617 A
• Filed: 08/24/1990
• Issued: 05/19/1992
• Est. Priority Date: 05/22/1989
• Status: Expired due to Term

• Current Assignee: Advanced Cell Technology Incorporated (Astellas Pharma Incorporated), Donald S. Daczko, Henry R. Hatch III, Intrusion-Prepakt Incorporated, Jeffrey D. Chokel, Leslie A. Hynes, Nelson S. Talbott, Quebec Avenue Properties, Inc., Richard E. Garman, Specrete-Ip Incorporated, William C. Mccoy Jr
• Original Assignee: Advanced Cell Technology Incorporated (Astellas Pharma Incorporated)
• Inventors: Smetana, David A., Williams, R. Steve
• Primary Examiner(s): Bell, Mark L.
• Assistant Examiner(s): JONES, DEBORAH D
• Application Number:
  US07/571,549
• Time in Patent Office: 634 Days
• Field of Search: 252/378 P, 106/DIG. 2, 106/675, 106/698
• US Class Current: 252/378.00P
• CPC Class Codes: C04B 14/06 Quartz; Sand
• CPC Class Codes: C04B 14/062 Microsilica, e.g. colloïdal silica preparing microsilica slurries or suspensions C04B18/148
• CPC Class Codes: C04B 14/08 Diatomaceous earth
• CPC Class Codes: C04B 14/108 Shale, slate colliery shale C04B18/125
• CPC Class Codes: C04B 14/12 Expanded clay
• CPC Class Codes: C04B 14/185 expanded
• CPC Class Codes: C04B 18/08 Flue dust , i.e. fly ash
• CPC Class Codes: C04B 20/023 Chemical treatment
• CPC Class Codes: C04B 20/1022 Non-macromolecular compounds
• CPC Class Codes: C04B 2103/32 Superplasticisers
• CPC Class Codes: C04B 2111/40 Porous or lightweight materials
• CPC Class Codes: C04B 2201/50 for the mechanical strength
• CPC Class Codes: C04B 28/02 containing hydraulic cements other than calcium sulfates
• CPC Class Codes: C04B 28/04 Portland cements
• CPC Class Codes: C04B 38/0067 characterised by the density of the end product
• CPC Class Codes: Y02W 30/91 Use of waste materials as fillers for mortars or concrete
• CPC Class Codes: Y10S 106/02 Perlite

Abstract

A high strength concrete particularly useful for precast, prestressed products comprising by weight of the wet concrete mix, 8 to 60 percent cement, 0.5 to 20 percent smooth-surfaced, vesicular, expanded perlite, 5 to 30 percent water, 0 to 12 percent pozzolan, and fine aggregate and coarse aggregate as appropriate and available in the circumstances. The concrete provides superior bond to reinforcing strands. The smooth-surfaced, vesicular, expanded perlite is unique and novel.

Claims

1. A high strength wet mix concrete composition comprising by weight from about

8 to 65 percent cement,

0.5 to 20 percent smooth-surfaced, vesicular, expanded perlite, at least about 78 percent by weight of which passes through a U.S. Standard Sieve No. 30 (0.6 mm) and at least about 45 percent by weight of which is retained on a U.S. Standard Sieve No. 50 (0.3 mm),

5 to 30 percent water,

0 to 12 percent finely divided pozzolan,

0 to 70 percent fine aggregate,

0 to 60 percent coarse aggregate, said concrete composition, after 28 days, having a compressive strength of at least 2000 psi (14 MPa) and an oven dry density of from about 58 to 135 pounds per cubic foot (928 to 2160 kilograms per cubic meter).

2. The concrete composition of claim 1 comprising 0.3 to 12 percent by weight of finely divided pozzolan comprising a mixture of undensified microsilica and diatomaceous earth.

3. The concrete composition of claim 1, in which the surface of the perlite is treated with a sealant to prevent the substantial intrusion of water.

4. The concrete composition of claim 1, in which the surface of the perlite is treated with a surface-active agent.

5. The concrete composition of claim 1, in which the ranges are:

10 to 50 percent cement,

0.5 to 15 percent perlite,

5 to 25 percent water,

0.3 to 10 percent pozzolan,

10 to 70 percent fine aggregate,

0 to 50 percent coarse aggregate, said concrete composition, after 28 days, having a compressive strength of at least 2500 psi (17 MPa).

6. The concrete composition of claim 5 which contains 0.3 to 6 percent undensified microsilica as a pozzolan.

7. The concrete composition of claim 5 which contains 0.15 to 5 percent diatomaceous earth as a pozzolan.

8. The concrete composition of claim 5 which contains at least 0.3 percent undensified microsilica and at least 0.15 percent diatomaceous earth as a pozzolan.

9. A high strength, concrete product cast from a wet concrete mix which is reinforced with steel strands, comprising by weight:

10 to 50 percent cement,

0.5 to 15 percent smooth-surfaced, vesicular, expanded perlite, at least about 78 percent by weight of which passes through a U.S. Standard Sieve No. 30 (0.6 mm) and at least about 45 percent by weight of which is retained on a U.S. Standard Sieve No. 50 (0.3 mm),

5to 25 percent water,

0.3 to 10 percent finely divided pozzolan,

10 to 70 percent fine aggregate,

0 to 50 percent coarse aggregate, said concrete product, after 28 days, having a compressive strength of at least 4000 psi (27 MPa).

10. The product of claim 9 in which the reinforcement is prestressed and the compressive strength of the concrete product is at least 5000 psi (35 MPa).

11. A concrete product in accordance with claim 9, which is a plank of generally rectangular shape with longitudinal prestressed steel strands in the bottom section thereof, cast from a zero to low slump wet concrete mix.

12. A smooth-surfaced, vesicular, expanded perlite having an uncompacted bulk density of from 48 to 320 kilograms per cubic meter, at least about 78 percent by weight passing through a U.S. Standard Sieve No. 30 (0.6 mm), at least about 45 percent by weight being retained on a U.S. Standard Sieve No. 50 (0.3 mm), and at least about 90 percent by weight being retained on a U.S. Standard Sieve No. 100 (0.15 mm).

19. The perlite of claim 12 which is predampened with up to equal parts by weight of water.

13. A mixture of ten parts by weight of a smooth-surfaced, vesicular, expanded perlite having an uncompacted bulk density of from 48 to 320 kilograms per cubic meter, at least about 78 percent by weight passing through a U.S. Standard Sieve No. 30 (0.6 mm), at least about 45 percent by weight being retained on a U.S. Standard Sieve No. 50 (0.3 mm), at least about 90 percent by weight being retained on a U.S. Standard Sieve No. 100 (0.15 mm), and two to fifteen parts by weight of a pozzolan.

17. A mixture of claims 13, 14, 15 or 16 containing at least one-half part by weight of a surface active agent.

14. A mixture of ten parts by weight of a smooth-surfaced, vesicular, expanded perlite having an uncompacted bulk density of from 48 to 320 kilograms per cubic meter, at least about 78 percent by weight passing through a U.S. Standard Sieve No. 30 (0.6 mm), at least about 45 percent by weight being retained on a U.S. Standard Sieve No. 50 (0.3 mm), at least about 90 percent by weight being retained on a U.S. Standard Sieve No. 100 (0.15 mm), two to ten parts by weight of water, and two to fifteen parts by weight of a pozzolan.

15. A mixture of ten parts by weight of a smooth-surfaced, vesicular, expanded perlite having an uncompacted bulk density of from 48 to 320 kilograms per cubic meter, at least about 78 percent by weight passing through a U.S. Standard Sieve No. 30 (0.6 mm), at least about 45 percent by weight being retained on a U.S. Standard Sieve No. 50 (0.3 mm), at least about 90 percent by weight being retained on a U.S. Standard Sieve No. 100 (0.15 mm), two to fifteen parts by weight of a pozzolan, and ten to fifty parts by weight of a lightweight aggregate.

16. A mixture of ten parts by weight of a smooth-surfaced, vesicular, expanded perlite having an uncompacted bulk density of from 48 to 320 kilograms per cubic meter, at least about 78 percent by weight passing through a U.S. Standard Sieve No. 30 (0.6 mm), at least about 45 percent by weight being retained on a U.S. Standard Sieve No. 50 (0.3 mm), at least about 90 percent by weight being retained on a U.S. Standard Sieve No. 100 (0.15 mm), two to fifteen parts by weight of water, two to fifteen parts by weight of a pozzolan, and ten to fifty parts by weight of lightweight aggregate.

18. A mixture of ten parts by weight of a smooth-surfaced, vesicular, expanded perlite having an uncompacted bulk density of from 48 to 320 kilograms per cubic meter, at least about 78 percent by weight passing through a U.S. Standard Sieve No. 30 (0.6 mm), at least about 45 percent by weight being retained on a U.S. Standard Sieve No. 50 (0.3 mm), at least about 90 percent by weight being retained on a U.S. Standard Sieve No. 100 (0.15 mm), and at least one-half part by weight of a surface active agent.

20. A mixture of ten parts by weight of a smooth-surfaced, vesicular, expanded perlite having an uncompacted bulk density of from 48 to 320 kilograms per cubic meter, at least about 78 percent by weight passing through a U.S. Standard Sieve No. 30 (0.6 mm), at least about 45 percent by weight being retained on a U.S. Standard Sieve No. 50 (0.3 mm), at least about 90 percent by weight being retained on a U.S. Standard Sieve No. 100 (0.15 mm) and from two to fifteen parts by weight of pozzolan which comprises a mixture of diatomaceous earth and undensified microsilica in the proportions of one to four parts by weight of microsilica for each part of diatomaceous earth.

21. A mixture of ten parts by weight of a smooth-surfaced, vesicular, expanded perlite having an uncompacted bulk density of from 48 to 320 kilograms per cubic meter, at least about 78 percent by weight passing through a U.S. Standard Sieve No. 30 (0.6 mm), at least about 45 percent by weight being retained on a U.S. Standard Sieve No. 50 (0.3 mm), at least about 90 percent by weight being retained on a U.S. Standard Sieve No. 100 (0.15 mm) and from two to fifteen parts by weight of pozzolan which comprises fly ash and a mixture of diatomaceous earth and undensified microsilica in the proportions of one to four parts by weight of microsilica for each part of diatomaceous earth.