Lightweight and/or thermally insulating structural concretes having a higher resistance/density and/or resistance/conductivity ratio, and methods for the production thereof

Patent metadata

Field	Value
Publication number	US-10927043-B2
Application number	US-201716344221-A
Country	US
Kind code	B2
Filing date	Oct 18, 2017
Priority date	Oct 24, 2016
Publication date	Feb 23, 2021
Grant date	Feb 23, 2021

Abstract

A disclosed structural and light concrete includes a binding matrix and light aggregates. The binding matrix has a volume fraction from approximately 20% to approximately 50% of a concrete total volume and include: (1) a Portland Type I, II, III, IV or V cement or a mixture thereof, in a dose of at least 100 kg/m3 of concrete; (2) supplementary cementitious materials in a proportion of up to 4 times by volume of Portland cement; (3) a water component having a volume fraction relative to cement and supplementary cementitious materials in a range from approximately 0.2 to approximately 0.7; and (4) a maximum volume fraction of calcium hydroxide (CH) of approximately 10%. The light aggregates correspond to a volume fraction a range from approximately 30% to approximately 80% of the total concrete volume. Properties include increased compression resistance, decreased density, lower thermal conductivity and higher quotient of density resistance.

First claim

The invention claimed is:

1. A method of manufacturing a structural, lightweight, low thermal conductivity concrete, the method comprising:
a. providing aggregates and a dosage of a binding matrix for the concrete, the dosage including a water/cementitious matrix material mixture with a ratio of water to cementitious matrix material in a range from approximately 0.2 to approximately 0.7;
b. performing an analysis of a plurality of lightweight aggregates by size fraction to determine a pore size distribution of each fraction of a plurality of fractions;
c. performing an analysis of the binding matrix to determine a content of calcium hydroxide (CH) and a pore volume of the binding matrix;
d. defining absolute and relative aggregate fractions according to the following function of pore sizes:
for pore sizes of up to 10 μm, defining a minimum volume fraction of distributed air to be approximately 15% and defining a minimum fraction of accumulated air content to be approximately 10%;
for pore sizes of up to 40 μm, defining a minimum volume fraction of distributed air to be approximately 50% and defining a minimum fraction of cumulative air to be approximately 20%;
for pore sizes of up to 100 μm, defining a minimum volume fraction of distributed air to be approximately 75% and defining a minimum fraction of cumulative air to be approximately 30%;
for pore sizes of up to 200 μm, defining a minimum volume fraction of distributed air to be approximately 90% and defining a minimum fraction of cumulative air to be approximately 40%;
for pore sizes of up to 300 μm, defining a minimum volume fraction of distributed air to be approximately 100% and defining a minimum fraction of cumulative air to be approximately 43%;

e. determining whether the following criteria are met based on the analysis performed in stages b) and c):
i. a total volume fraction of air in the lightweight aggregates is in a range from approximately 50% to approximately 99%;
ii. a total volume fraction of air in the concrete provided by the light aggregates is in a range from approximately 25% to approximately 75%;
iii. a volume fraction of binding matrix is 50% or less of a total volume of the concrete;
iv. a total volume of pores in the binding matrix is in a range from approximately 10% to approximately 30% of a total volume of the matrix;
v. a maximum volume fraction of calcium hydroxide (CH) in the binding matrix is approximately 10%;

f. when these criteria are not met, repeating stages a) to e), and when these criteria are met, selecting the aggregates analyzed and the dosage for the binding matrix analyzed as the selected components of light structural concrete and with low thermal conductivity; and
g. manufacturing a concrete with said selected aggregates and said matrix selected according to said dosage.

2. The method according to claim 1 , wherein the analysis of the lightweight aggregates in stage b) is performed by measuring a porosity distribution using computed tomography.

3. The method according to claim 1 , wherein the analysis of the binding matrix in step c) in which a content of calcium hydroxide (CH) and pore volume is determined, further comprises:
performing simulations to determine a content of hydration products; and
performing XRD, XRF and/or TGA measurements on samples of candidate binding matrices.

4. The concrete manufacturing method according to claim 1 , wherein a largest lightweight aggregate fraction, in size, is at least twice the size of a smallest lightweight aggregate fraction.

5. The method according to claim 1 , wherein the aggregates provided in step a) include amorphous components and the analysis in stage b) further comprises:
measuring the pore size distribution of each fraction of amorphous components;
performing computed tomography measurements to determine the porosity distribution of amorphous components; and
measuring thermal conductivity of amorphous components.

6. The method according to claim 5 , wherein in stage e) a further criterion includes specifying that the thermal conductivity of the amorphous components is less than 0.2 W/mK.

7. A method of manufacturing structural and lightweight concretes, the method comprising:
a. providing aggregates and a dosage of a binding matrix for the concrete, said dosage including a mixture of water and matrix cementitious material in a ratio of water to matrix cementitious material in a range from approximately 0.2 to approximately 0.5;
b. providing an analysis of a plurality of lightweight aggregates by size fraction to determine a pore size distribution of each fraction;
c. measuring a mechanical strength of the binding matrix;
d. defining absolute and relative aggregate fractions according to the following function of pore sizes:
for pore sizes of up to 10 μm, defining a minimum volume fraction of distributed air to be approximately 15%;
for pore sizes of up to 40 defining a minimum volume fraction of distributed air to be approximately 50%;
for pore sizes of up to 100 μm, defining a minimum volume fraction of distributed air to be approximately 75%;
for pore sizes of up to 200 μm, defining a minimum volume fraction of distributed air to be approximately 90%;
for pore sizes of up to 300 μm, defining a minimum volume fraction of distributed air to be approximately 100%;
e. determining whether the following criteria are met based on the analysis performed in stages b) and c):
i. a total volume fraction of air in selected lightweight aggregates is in a range from approximately 30% to approximately 99%;
ii. a total volume fraction of air in the concrete provided by the lightweight aggregates is in a range from approximately 15% to approximately 75%;
iii. a volume fraction of binding matrix is 50% or less of a total volume of the concrete;

f. when these criteria are not met, repeating steps a) to e), and when these criteria are met, selecting the aggregates analyzed and the dosage for the binding matrix analyzed as the selected components of the lightweight concrete; and
g. manufacturing a concrete with said selected aggregates, said selected matrix and said dosage.

8. The method according to claim 7 , wherein the analysis of the lightweight aggregates in stage b) is performed by measuring a porosity distribution by computed tomography.

9. The method according to claim 7 , wherein the aggregates provided in step a) include amorphous components and the analysis in stage b) further comprises:
measuring the pore size distribution of each fraction of amorphous components by performing computed tomography measurements to determine a porosity distribution; and
measuring thermal conductivity of amorphous components.

10. The method according to claim 9 , wherein in stage e) a further criterion includes specifying that the thermal conductivity of the amorphous components is less than 0.2 W/mK.

11. A structural and light concrete, comprising:
a) a binding matrix component having a volume fraction from approximately 20% to approximately 50% of a concrete total volume, the binding matrix component comprising:
i. a Portland Type I, II, III, IV or V cement or a mixture thereof, according to ASTM C 150 standard, in a dose of at least 100 kg/m 3 of concrete;
ii. supplementary cementitious materials in a proportion of up to 4 times by volume of Portland cement;
iii. a water component having a volume fraction relative to cement and supplementary cementitious materials in a range from approximately 0.2 to approximately 0.7;
iv. a maximum volume fraction of calcium hydroxide (CH) of approximately 10%; and

b) light aggregates corresponding to a volume fraction a range from approximately 30% to approximately 80% o

Assignees

• Univ Pontificia Catolica Chile

Inventors

• Lopez Casanova Mauricio Alejandro
• Remesar Lera Jose Carlos
• Vera Araya Sergio Eduardo

Classifications

• B28C5/00

  Apparatus or methods for producing mixtures of cement with other substances, e.g. slurries, mortars, porous or fibrous compositions (controlling the mixing apparatus and supplying the ingredients B28C7/00 {; separating cement from waste concrete B03B9/063}) · CPC title

• B28C7/04

  Supplying or proportioning the ingredients {(B28C7/022 takes precedence; forming a predetermined ratio of the components to be mixed, in general B01F35/80)} · CPC title

• B28C7/02

  Controlling the operation of the mixing · CPC title

• C04B28/00

  Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements · CPC title

• C04B2201/32

  for the thermal conductivity, e.g. K-factors · CPC title