US 5,626,665 A · Cementitious systems and novel methods of making the same

Abstract

Novel cementitious systems comprised of gypsum, calcined clay, and clinker consisting essentially of hydraulic calcium silicates are disclosed which have the following properties: (1) a water demand of less than about 33% nc; (2) one-day strengths of at least about 1000 psi; and (3) low alkali functionality. By increasing the amount of calcined clay, the resulting cementitious system will sequentially gain the following properties: (1) alkali non-reactiveness; (2) alkali resistance; and (3) low chloride permeability. Novel methods of preparing the novel cementitious systems of this invention are also disclosed. The novel methods not only reduce production costs by decreasing fuel and raw material consumption, but they also allow the cement producer to proactively address significant environmental concerns related to the manufacturing process.

Claims13

Dependent claims

A blended pozzolan for use with Portland cement for use in preparing a cementitious composition having a water demand of less than about 33% normal consistency as tested by ASTM C 187 or equivalent and certifiable under ASTM C 595 or ASTM C 1157 and comprising:

(a) calcined clay which has a low alkali of less than 3.0% Na.sub.2 O equivalent and which has been soft fired at a sufficient temperature to drive off approximately all bound water, said calcined clay being ground so as to maintain said water demand in said cementitious composition at less than about said 33% normal consistency;
(b) 2-30% by weight gypsum.

A blended cementitious composition for general concrete construction meeting the requirements of ASTM C 595 for cement Type IP or IPM or of ASTM C 1157 for Type GU, and comprising:

a) 4-10% by weight gypsum;
b) 40-93% by weight clinker consisting essentially of hydraulic calcium silicates;
c) 3-50% by weight calcined clay having a fineness so as to provide a water demand of less than about 33% normal consistency;
d) a sufficient amount of an alkali containing component to raise the alkali level by about 0-2.0% Na.sub.2 O equivalent,
e) said clinker, said gypsum and said calcined clay ground as to provide said composition having a higher ultimate compressive strength as tested by ASTM C 109, increased resistance to alkali-silica-reaction when tested by ASTM C 227;
increased sulphate resistance when tested by ASTM C 1012;
reduced chloride permeability when tested by AASHTO T277, a water demand of less than about 33% normal consistency as tested by ASTM C 187 or equivalent, a one-day strength of at least about 1000 psi as tested by ASTM C 109 or equivalent, all as compared to Type I Portland cement as defined in ASTM C 150.

4 more elements

A blended cementitious, alkali resistant, composition for general concrete construction meeting the requirements of ASTM C 595 for cement Type IP or IPM or of ASTM C 1157 for Type GU, and comprising:

a) 4-8% by weight gypsum;
b) 67-81% by weight clinker consisting essentially of hydraulic calcium silicates;
c) 15-25% by weight calcined clay having a fineness so as to provide a water demand of less than about 33% normal consistency;
d) a sufficient amount of an alkali containing component to raise the alkali level by about 0-2.0% Na.sub.2 O equivalent,
e) said clinker, said gypsum and said calcined clay ground as to provide said composition having a higher ultimate compressive strength as tested by ASTM C 109, increased resistance to alkali-silica-reaction as described in ASTM C 595 Table 2 when tested by ASTM C 227 and ASTM C 1260;
increased sulphate resistance when tested by ASTM C 1012;
reduced chloride permeability of not greater than about 2000 coulombs at a water to cementitious composition ratio of 0.40 when tested by AASHTO T277, a water demand of less than about 33% normal consistency as tested by ASTM C 187 or equivalent, a one-day strength of at least about 1000 psi as tested by ASTM C 109 or equivalent, all as compared to Type I Portland cement as defined in ASTM C 150.

4 more elements

A blended cementitious, low alkali functional, composition for general concrete construction meeting the requirements of ASTM C 595 for cement Type IP or IPM or of ASTM C 1157 for Type GU, and comprising:

a) 4-8% by weight gypsum;
b) 77-91% by weight clinker consisting essentially of hydraulic calcium silicates;
c) 5-15% by weight calcined clay having a fineness so as to provide a water demand of less than about 33% normal consistency;
d) a sufficient amount of an alkali containing component to raise the alkali level to about 0-2.0% Na.sub.2 O equivalent,
e) said clinker, said gypsum and said calcined clay ground as to provide said composition having a higher ultimate compressive strength as tested by ASTM C 109, increased resistance to alkali-silica-reaction when tested by ASTM C 227 and ASTM C 1260;
increased sulphate resistance when tested by ASTM C 1012;
reduced chloride permeability when tested by AASHTO T277, a water demand of less than about 33% normal consistency as tested by ASTM C 187 or equivalent, a one-day strength of at least about 1000 psi as tested by ASTM C 109 or equivalent, all as compared to Type I Portland cement as defined in ASTM C 150.

4 more elements

A blended cementitious, alkali non-reactive composition for general concrete construction meeting the requirements of ASTM C 595 for cement Type IP or IPM or of ASTM C 1157 for Type GU, and comprising:

a) 4-8% by weight gypsum;
b) 67-86% by weight clinker consisting essentially of hydraulic calcium silicates;
c) 10-25% by weight calcined clay having a fineness so as to provide a water demand of less than about 33% normal consistency;
d) a sufficient amount of an alkali containing component to raise the alkali level by about 0-2.0% Na.sub.2 O equivalent,
e) said clinker, said gypsum and said calcined clay ground as to provide said composition having a higher ultimate compressive strength as tested by ASTM C 109, increased resistance to alkali-silica-reaction as described in ASTM C 595 Table 2 when tested by ASTM C 227 and ASTM C 1260;
increased sulphate resistance when tested by ASTM C 1012;
reduced chloride permeability of not greater than about 2000 coulombs at a water to cementitious composition ratio of 0.40 when tested by AASHTO T277, a water demand of less than about 33% normal consistency as tested by ASTM C 187 or equivalent, a one-day strength of at least about 1000 psi as tested by ASTM C 109 or equivalent, all as compared to Type I Portland cement as defined in ASTM C 150.

4 more elements

A blended cementitious alkali resistant composition for general concrete construction meeting the requirements of ASTM C 595 for cement Type IP or IPM or of ASTM C 1157 for Type GU, and comprising:

a) 4-8% by weight gypsum;
b) 62-81% by weight clinker consisting essentially of hydraulic calcium silicates;
c) 12-30% by weight calcined clay having a fineness so as to provide a water demand of less than about 33% normal consistency;
d) a sufficient amount of an alkali containing component to raise the alkali level by about 0-2.0% Na.sub.2 O equivalent,
e) said clinker, said gypsum and said calcined clay ground as to provide said composition having a higher ultimate compressive strength as tested by ASTM C 109, increased resistance to alkali-silica-reaction as described in ASTM C 595 Table 2 when tested by ASTM C 227 and ASTM C 1260;
increased sulphate resistance when tested by ASTM C 1012;
reduced chloride permeability of not greater than about 2000 coulombs at a water to cementitious composition ratio of 0.40 when tested by AASHTO T277, a water demand of less than about 33% normal consistency as tested by ASTM C 187 or equivalent, a one-day strength of at least about 1000 psi as tested by ASTM C 109 or equivalent, all as compared to Type I Portland cement as defined in ASTM C 150.

4 more elements

A blended pozzolan for use with hydraulic cement and comprising:

(a) calcined clay which has a low alkali of less than 3.0% Na.sub.2 O equivalent and which has been soft fired at a sufficient temperature to drive off approximately all bound water, said calcined clay being ground so as to maintain said water demand in said cementitious composition at less than about said 33% normal consistency;
b) 2-30% by weight gypsum;
c) a positive amount of at least one component from the group consisting of:
i) 0-10% of a component high in available alkali
ii) 0-25% hydrated kiln dust
iii) 0-20% hydrated lime
iv) 0-20% hydrated lime kiln dust
v) 0-50% flyash
vi) 0-5% organic plasticizer agent;
d) said calcined clay and said components from said group being blended in such a proportion as to produce a blended pozzolan that when mixed with a hydraulic cement produces a composition which has a higher ultimate compressive strength as tested by ASTM C 109, increased resistance to alkali-silica-reaction when tested by ASTM C 227 and ASTM C 1260;
increased sulphate resistance when tested by ASTM C 1012;
reduced chloride permeability when tested by AASHTO T277, a water demand of less than about 33% normal consistency as tested by ASTM C 187 or equivalent, a one-day strength of at least about 1000 psi as tested by ASTM C 109 or equivalent, all as compared to Type I Portland cement as defined in ASTM C 150.

9 more elements

A blended cementitious composition with flyash for general concrete construction meeting the requirements of ASTM C 595 for cement Type IP or IPM or of ASTM 1157 for Type GU, and comprising:

a) 4-10% by weight gypsum;
b) 43-81% by weight clinker consisting essentially of hydraulic calcium silicates;
c) 10-35% by weight calcined clay having a fineness so as to provide a water demand of less than about 33% normal consistency;
d) a sufficient amount of an alkali containing component to raise the alkali level by about 0-2.0% Na.sub.2 O equivalent;
e) 5-20% by weight flyash;
f) whereby said composition has a high ultimate compressive strength as tested by ASTM C 109, increased resistance to alkali-silica-reaction when tested by ASTM C 227 and ASTM C 1260;
increased sulphate resistance when tested by ASTM C 1012;
reduced chloride permeability when tested by AASHTO T277, a water demand of less than about 33% normal consistency as tested by ASTM C 187 or equivalent, a one-day strength of at least about 1000 psi as tested by ASTM C 109 or equivalent, all as compared to Type I Portland cement as defined in ASTM C 150.

5 more elements

Dependencies are inferred from the claim text.

Cementitious systems and novel methods of making the same

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Cementitious systems and novel methods of making the same

Life of this patent

Abstract

Claims13