Anti-corrosion additive composition for concrete compositions for use in reinforced concrete structures

Description

RELATED APPLICATIONS

This application is a continuation-in-part of U.S. application Ser. No. 10/447,975 filed May 29, 2003 and now abandoned which is, hereby incorporated by reference.

BACKGROUND OF THE INVENTION

1. Field of the Invention

This invention relates to an anti-corrosive additive composition for concrete compositions, and more particularly to an anti-corrosive additive composition for concrete compositions used in reinforced concrete structures.

2. Description of the Prior Art

For structures made of reinforced concrete, concrete has at least two functions, i.e. to absorb compressive strains and to protect reinforcing steel bars or re-bars against corrosion. The re-bars function to absorb shear and tensile stress.

The cost of corrosion is annually estimated to be in the billions with concomitant catastrophic collapses of structures and losses in lives. The protective effect of hardened concrete on re-bars depends, inter alia, on climatic and environmental conditions as a function of amount of cement, grain of concrete aggregate, water/cement factor and concrete compression.

In U.S. Pat. No. 4,869,752 to Jaklin, there is described the use of modified inorganic silicates, e.g. modified alkali silicates as a concrete additive to prevent corrosion of steel structures or steel re-bars.

In U.S. Pat. No. 6,277,450 to Katoot, there is described the use of a coating process to coat the surface of the metals which is modified to an active moiety of metal hydroxide receptive to a fully cross-lined polymer of various thickness.

In copending application U.S. Ser. No. 10/447,975, there is disclosed an anticorrosive additive comprised of an alkali based solution of dioic acid, alone or in admixture with other compositions for an anti-corrosion additive for concrete compositions providing for more effective corrosion protection for longer periods of time obviating costly precoating of surfaces of metals used in the building and construction industry.

However, there is a need for inclusion of a composition in the anticorrosive additive to reduce excessive air entrainment or foaming during preparation of concrete mixes and for controlled air content of the cured concrete. To improve freeze/thaw properties, it is most effective to control air entrainment within cured concrete to about 5 to 8% with evenly spaced apart bubbles having a specific surface of from 600 to 1,100 square inches per cubic inch spaced apart by 0.004 to 0.008 inches.

OBJECTS OF THE INVENTION

An object of the present invention is to provide an improved anti-corrosive additive composition including a more effective agent to reduce air entrainment during preparation of concrete mixes.

Another object of the present invention is to provide for an improved anticorrosive additive composition to be admixed with concrete prior to pouring which reduces water permeability and concomitant corrosion of reinforcing steel members.

A further object of the present invention is to provide for an improved anti-corrosive additive composition for concrete substrates for controlled air content of cured concrete.

SUMMARY OF THE INVENTION

These and other objects of the present invention are achieved by an anti-corrosive additive composition comprised of an alkali based salt of dioic acid and a defoaming agent selected from the group consisting of polyether modified polysilicones and tri-alkane/alkene phosphates and mixtures thereof.

DETAILED DESCRIPTION OF THE INVENTION

The anti-corrosive additive composition of the present invention is comprised of an alkali based salt of dioic acid and the defoaming agent is selected from the group consisting of polyether modified polysilicone and tri-alkane/alkene phosphates and mixtures thereof.

The alkali-based salt of dioic acid is represented by the following formula:

wherein M+ is selected from the group consisting of Na+ and K+; R₁ is a C₁ to C₂₄ branch linear aliphatic hydrocarbon and R₂ is a C₁-C₁₀ branch or linear aliphatic hydrocarbon.

The defoaming agent is selected from the group consisting of polyether modified polysilicanes and tri-alkane/alkene phosphates and mixtures thereof. Polyether modified silicanes are sold by BYK Chemie (Germany) under the trademarks BYK025 and BYK094.

The tri-alkane/alkene phosphates are illustrated by the formula:

where R₁, R₂ and R₃ are C₁ to C₈ alkane or alkene hydrocarbons. Such a tri-alkane having the formula of (C₄H₉)₃ PO₄ is available from Alszo Nobel of Germany under the Trade name Phosflex 4.

The polyether modified polysilicanes are admixed in an amount from 0.1 to 2.0% by weight, preferably about 1% by weight to the alkali-based salt of dioic acid. The tri-alkane/alkene phosphates are admixed in an amount from 1.0 to 8.0% by weight, preferably 5.0% by weight to the alkali based salt of dioic acid. The defoamer may be tri-alkane/alkene phosphate present in an amount of from 1.0 to 2.0% by weight of the alkali based salt of dioic acid.

A method of preparing the alkali-based salt of dioic acid is disclosed in the aforementioned copending parent application.

The anti-corrosive additive composition of the present invention is admixed with a concrete composition in an amount of from 2 to about 5 pounds per cubic yard of concrete. Additionally, stabilizing agents such as benzoic acid, maleic acid and the like may also be admixed into the anti-corrosive additive composition of the present invention.

The following Examples are illustrative of the present invention.

EXAMPLE 1

A concrete mixture of the following components

	A	#

	Course Aggregates	1750
	Fine Aggregates	1285
	Portland Cement	611
	Water Reducer	1125

is admixed with 272 lbs of water. The resulting cured concrete has an air content of about 2%. Results of such concrete mixture when admixed with 5.2 lbs of an alkenyl succinic acid metal salts (“ASA”) together with and without various amounts (in lbs) of defoamer as illustrated below in Table I.

TABLE I
CONCRETE	A	A	A	A	A	A	A	A	A	A	A	A	A

Hycrete ASA	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2
Without Water
BYK025	.016	.032					.016	.016			.008	.016
BYK094			.016	.032					.016	.016	.008	.016
Phosphlex 4					.170	.340	.17	.34	.17	.34	.17	.34
Percent Air	9	8	8	8	9	7	8	5	8	4	6	3.5	11

EXAMPLE 2

A concrete mixture of the following components:

	B	#

	Course Aggregates	1825
	Fine Aggregates	1284
	Portland Cement	436
	Slag Cement	197
	Silica Fumes	25
	Water Reducer	1.125
	High Range Water	3.375
	Reducer

is admixed with 175 lbs of water. The resulting cured concrete has an air content of about 2.3%. Results of such concrete mixture when admixed with 3.2 of ASA together with various amounts of a defoamer is illustrated below in Table II.

TABLE II
CONCRETE	B	B	B	B	B	B	B	B	B	B	B	B	B

Hycrete ASA	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2	3.2
Without Water
BYK025	.016	.032					.016	.016			.008	.016
BYK094			.016	.032					.016	.016	.008	.016
Phosphlex 4					.170	.340	.17	.34	.17	.34	.17	.34
Percent Air	8	7	7.5	7	8	7	7	4.5	7.5	3.5	5	2.5	10

The foregoing examples are illustrative of the effectiveness of the anticorrosive additive composition of the present invention to control air entrainment between about 2 to 8% where a defoamer is present in an amount as above hereinabove set forth.

While the present invention has been described with respect to the exemplary embodiments thereof it will be recognized by those of ordinary skill in the art that many modifications or changes can be achieved without departing from the spirit and scope of the invention. Therefore it is manifestly intended that the invention be limited only by the scope of the claims and the equivalence thereof.