IP Library Patent Application 15147320
Patent Application
App. No. 15/147,320

FIBER-REINFORCED CONCRETE AND COMPOSITIONS FOR FORMING CONCRETE

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Patent No.
US None
App. No.
15/147,320
Abstract

Fiber-reinforced compositions for forming concrete are disclosed. A fiber-reinforced dry-cast cementitious composition includes a cementitious component, aggregate, and at least one reinforcing component selected from the group consisting of metal fibers, synthetic fibers, and rubber pieces. A fiber-reinforced non-cementitious composition includes a pozzolanic component, aggregate, and at least one reinforcing component selected from the group consisting of metal fibers, synthetic fibers, and rubber pieces. The composition excludes any cementitious component. Fiber-reinforced concrete structures obtained by hardening the above-described compositions are also disclosed.

Claims (49)

1 . A dry-cast cementitious composition comprising:

a cementitious component;

aggregate;

at least one reinforcing component selected from the group consisting of metal fibers and rubber pieces; and

water provided in a ratio to the cementitious component of approximately 0.35 or less.

2 . The cementitious composition of claim 1 , wherein the reinforcing component comprises metal fibers.

3 . The cementitious composition of claim 2 , wherein metal fibers comprise steel fibers.

4 . The cementitious composition of claim 2 , wherein the metal fibers have a length of at least 25 mm.

5 . The cementitious composition of claim 2 , wherein the metal fibers have a ratio of length to diameter of at least 65:1.

6 . The cementitious composition of claim 2 , wherein the metal fibers are present in an amount of at least five pounds per cubic yard.

7 . The cementitious composition of claim 1 , wherein the reinforcing component further comprises synthetic fibers.

8 . The cementitious composition of claim 7 , wherein the synthetic fibers have a tensile strength of at least 50 ksi.

9 . The cementitious composition of claim 7 , wherein the synthetic fibers have a length of at least 25 mm.

10 . The cementitious composition of claim 7 , wherein the synthetic fibers have a ratio of length to diameter of at least 45:1.

11 . The cementitious composition of claim 7 , wherein the synthetic fibers are present in an amount of at least three pounds per cubic yard.

12 . The cementitious composition of claim 1 , wherein the reinforcing component comprises rubber pieces.

13 . The cementitious composition of claim 12 , wherein the rubber pieces comprise shredded tires.

14 . The cementitious composition of claim 12 , wherein the rubber pieces have a maximum particle size of less than ¾″.

15 . A concrete structure obtained by hardening the cementitious composition of claim 1 .

16 . The concrete structure of claim 15 , wherein the concrete has a tensile strength of at least 110 psi.

17 . The concrete structure of claim 15 , wherein the concrete has a compressive strength of at least 3.0 ksi.

18 . The concrete structure of claim 15 , further comprising a welded wire reinforcing structure.

19 . The concrete structure of claim 15 , wherein the concrete structure comprises a concrete culvert.

20 . A non-cementitious composition comprising:

a pozzolanic component;

aggregate; and

at least one reinforcing component selected from the group consisting of metal fibers and rubber pieces,

wherein the composition excludes any cementitious component.

21 . The composition of claim 20 , wherein the reinforcing component comprises metal fibers.

22 . The composition of claim 21 , wherein metal fibers comprise steel fibers.

23 . The composition of claim 21 , wherein the metal fibers have a length of at least 35 mm.

24 . The composition of claim 21 , wherein the metal fibers have a ratio of length to diameter of at least 65:1.

25 . The composition of claim 21 , wherein the metal fibers are present in an amount of at least five pounds per cubic yard.

26 . The composition of claim 20 , wherein the reinforcing component further comprises synthetic fibers.

27 . The composition of claim 26 , wherein the synthetic fibers have a tensile strength of at least 50 ksi.

28 . The composition of claim 26 , wherein the synthetic fibers have a length of at least 25 mm.

29 . The composition of claim 26 , wherein the synthetic fibers have a ratio of length to diameter of at least 45:1.

30 . The composition of claim 26 , wherein the synthetic fibers are present in an amount of at least three pounds per cubic yard.

31 . The composition of claim 20 , wherein the reinforcing component comprises rubber pieces.

32 . The composition of claim 31 , wherein the rubber pieces comprise shredded tires.

33 . The composition of claim 31 , wherein the rubber pieces have a maximum particle size of less than ¾″.

34 . The composition of claim 20 , further comprising a hydroxide material in a ratio to water of approximately 20 by molar weight.

35 . A concrete structure obtained by hardening the composition of claim 20 .

36 . The concrete structure of claim 35 , wherein the concrete has a tensile strength of at least 110 psi.

37 . The concrete structure of claim 36 , wherein the concrete has a compressive strength of at least 3.0 ksi.

38 . The concrete structure of claim 35 , further comprising a welded wire reinforcing structure.

39 . The concrete structure of claim 35 , wherein the concrete structure comprises a concrete culvert.

40 . The cementitious composition of claim 1 , wherein the reinforcing component comprises rubber pieces and at least one additional reinforcing component selected from the group consisting of the metal fibers and synthetic fibers.

41 . The composition of claim 20 , wherein the reinforcing component comprises rubber pieces and at least one additional reinforcing component selected from the group consisting of the metal fibers and synthetic fibers.

Assignments (5)
COMPANY CONVERSION - DE TO GA Recorded Jul 14, 2025
From: FORTERRA PIPE & PRECAST, LLC
To: FORTERRA PIPE & PRECAST, LLC
Reel/Frame 071933/0792 →
RELEASE OF ABL SECURITY INTEREST IN INTELLECTUAL PROPERTY RECORDED AT REEL 041225/FRAME 0793 Recorded Mar 21, 2022
From: BANK OF AMERICA, N.A.
To: FORTERRA PIPE & PRECAST, LLC; FORTERRA PRESSURE PIPE, INC.; FORTERRA CONCRETE PRODUCTS, INC.; UNITED STATES PIPE AND FOUNDRY COMPANY, LLC; GRIFFIN PIPE PRODUCTS CO., LLC; CUSTOM FAB, INC.; BIO CLEAN ENVIRONMENTAL SERVICES, INC.; MODULAR WETLAND SYSTEMS, INC.
Reel/Frame 060205/0101 →
RELEASE OF SENIOR LIEN SECURITY INTEREST IN INTELLECTUAL PROPERTY RECORDED AT REEL 040775/FRAME 0692 Recorded Mar 18, 2022
From: CREDIT SUISSE AG, CAYMAN ISLANDS BRANCH
To: FORTERRA PIPE & PRECAST, LLC; FORTERRA PRESSURE PIPE, INC.; FORTERRA CONCRETE PRODUCTS, INC.; UNITED STATES PIPE AND FOUNDRY COMPANY, LLC; GRIFFIN PIPE PRODUCTS CO., LLC; CUSTOM FAB, INC.; BIO CLEAN ENVIRONMENTAL SERVICES, INC.; MODULAR WETLAND SYSTEMS, INC.
Reel/Frame 059437/0967 →
SECURITY INTEREST Recorded Dec 30, 2016
From: FORTERRA PIPE & PRECAST LLC (F/K/A HANSON PIPE & PRECAST LLC); FORTERRA PRESSURE PIPE, INC. (F/K/A PRICE BROTHERS COMPANY); UNITED STATES PIPE AND FOUNDRY COMPANY, LLC; FORTERRA CONCRETE PRODUCTS, INC. (F/K/A CRETEX CONCRETE PRODUCTS, INC.); BIO CLEAN ENVIRONMENTAL SERVICES, INC.; MODULAR WETLAND SYSTEMS, INC.
To: BANK OF AMERICA, N.A., AS COLLATERAL AGENT
Reel/Frame 041225/0793 →
SENIOR LIEN INTELLECTUAL PROPERTY SECURITY AGREEMENT Recorded Nov 30, 2016
From: FORTERRA PIPE & PRECAST, LLC; FORTERRA PRESSURE PIPE, INC.; FORTERRA CONCRETE PRODUCTS, INC.; UNITED STATES PIPE AND FOUNDRY COMPANY, LLC; GRIFFIN PIPE PRODUCTS CO., LLC; CUSTOM FAB, INC.; BIO CLEAN ENVIRONMENTAL SERVICES, INC.; MODULAR WETLAND SYSTEMS, INC.
To: CREDIT SUISSE AG, CAYMAN ISLANDS BRANCH
Reel/Frame 040775/0692 →