# US 2004/0149170 A1 · Cellular concrete having normal compressive strength > Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt - Number: US 2004/0149170 A1 - Document ID: US20040149170A1 - Status: Published application - Kind: A1 - Application number: 10/417,388 - Filed: 2003-04-16 - Published: 2004-08-05 - Earliest claimed: 2003-02-04 - Inventors: Osvaldo Moran - Web page: https://patentgrep.com/patent/US20040149170A1 ## CPC - B28C 7/0454: {Volumetric measuring devices, e.g. for consecutively delivering predetermined volumes of ingredients} - B28C 5/381: {Producing cellular concrete (B28C5/1269 takes precedence; producing foam B01F23/235, B01F23/291)} - C04B 22/126: {Fluorine compounds, e.g. silico-fluorine compounds} - C04B 28/04: Portland cements - C04B 38/02: by adding chemical blowing agents - C04B 40/0032: {Controlling the process of mixing, e.g. adding ingredients in a quantity depending on a measured or desired value (B28C7/00 takes precedence)} - C04B 2111/00232: {Temporary foams} - Y02W 30/91: Use of waste materials as fillers for mortars or concrete - B28C: PREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER (preparing material for foundry moulds B22C5/00) - C04B: LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE {(roofing granules E04D7/005)}; CERAMICS (devitrified glass-ceramics C03C10/00); REFRACTORIES; TREATMENT OF NATURAL STONE - Y02W: CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT ## Abstract A method for producing hardened cellular concrete having normal compressive strength by producing tiny, unconnected, pre-pour, air-filled bubbles during mixing of cement, cementitious substitutes, sand, coarse aggregates, water, fiber, a surfactant, aluminum flakes or powder, calcium formate, and magnesium silico fluoride and then producing additional tiny, unconnected, post-pour, hydrogen-filled bubbles to replace those air-filled bubbles which are destroyed while pouring the fresh concrete during the casting operation. Only as much matrix is added to the coarse aggregate as is needed to engulf the aggregates while enabling the aggregate particles to be in contact. ## Claims ### Claim 1 A method of sequentially using surfactants for producing pre-pour air-filled bubbles during mixing of fresh concrete and of including a selected amount of aluminum in said matrix for producing post-pour hydrogen-filled bubbles, whereby said post-pour bubbles replace a portion of said pre-pour bubbles which are destroyed during casting of said fresh concrete to form cellular concrete. ### Claim 2 (depends on 1) The method of claim 1, wherein said cellular concrete contains sufficient cementitious matrix that the ratio of matrix volume to aggregate volume reduces void volume in said aggregate, after compaction thereof, to approximately zero, whereby said aggregate is in contacting relationship and said matrix maintains said aggregate in position after hardening of said matrix. ### Claim 3 (depends on 2) The method of claim 2, wherein the density of said cellular concrete is within the range of about 45 to about 100 pounds per cubic foot and the compressive strength of said cellular concrete throughout said range is approximately equal to the compressive strength of normal concrete having a density of 160 pound per cubic foot. ### Claim 4 (depends on 3) The method of claim 3, wherein said fresh concrete comprises cementitious materials, fine aggregates, coarse aggregates, fiber, water, and additives. ### Claim 5 (depends on 4) The method of claim 4, wherein said cementitious materials comprise cement and/or at least one substitute as about 26% to about 27% by weight of said fresh concrete. ### Claim 6 (depends on 5) The method of claim 5, wherein said at least one substitute comprises a pozzolanic material. ### Claim 7 (depends on 6) The method of claim 6, wherein said pozzolanic material is selected from the group fly ash, slag, ground glass and mixtures thereof. ### Claim 8 (depends on 6) The method of claim 6, wherein the pozzolanic material is finely ground. ### Claim 9 (depends on 6) The method of claim 6, wherein said at least one substitute comprises up to about 80% by weight of said cementitious materials. ### Claim 10 (depends on 6) The method of claim 6, wherein said at least one substitute comprises up to about 70% by weight of said cementitious materials. ### Claim 11 (depends on 9) The method of claim 9, wherein fine aggregates comprise fine sand, as approximately 11% by weight of said fresh concrete. ### Claim 12 (depends on 11) The method of claim 11, wherein said coarse aggregates comprise expanded shale, expanded clay, pumice, and similar lightweight materials. ### Claim 13 (depends on 12) The method of claim 12, wherein said fiber is about 1% by weight of said fresh concrete, and said water is about 10.5% by weight of said fresh concrete. ### Claim 14 (depends on 13) The method of claim 13, wherein said additives are pre-mixed in powder form and comprise, as pounds per cubic foot of said fresh concrete: a) surfactant: about 0.04; b) aluminum flakes: about 0.01; c) calcium formate: about 0.06; and d) magnesium silico fluoride: about 0.006. ### Claim 15 (depends on 4) The method of claim 4, wherein said surfactant is dodecyl benzenesulfonic acid. ### Claim 16 (depends on 4) The method of claim 4, wherein said aluminum is in the form of aluminum flakes. ### Claim 17 (depends on 4) The method of claim 4, wherein said fiber is polypropylene fiber. ### Claim 18 (depends on 4) The method of claim 4, wherein said cement is Portland cement types I, II or III. ### Claim 19 A method for ascertaining the exact amount of a preferred matrix to be added to a mixture of aggregates, thereby ascertaining the optimum value of the volume ratio of cementitious matrix to said aggregates, whereby said aggregates will be in contiguous contact with the interstices between said aggregrates filled with and surround by said matrix, according to the following steps: a) provide a container of predetermined volume; b) fill said container to the top thereof with desired amounts of aggregates; c) gently compact said aggregates and add sufficient additional aggregates to coincide with the top of said container; d) fill said container to overflowing with water, wait for said aggregates to be saturated with said water, if the water level falls below the plane coinciding to the opening at the top of the container, then add additional water to overflow said container; e) remove said water from said mold and measure its volume; f) add said volume of said matrix to said aggregates in said container, thereby forming fresh concrete; and g) subject said fresh concrete in said container to vibration in order to remove voids and then, if necessary, add additional matrix so that said container is exactly filled to the top of said container. ### Claim 20 (depends on 19) The method of claim 19, wherein the mixture of aggregates comprises a mixture of fine and coarse aggregates. ### Claim 21 (depends on 19) The method of claim 19, wherein the suitability of a fly ash can be evaluated as to: a) the carbon content thereof; b) said carbon's porous surface area; and c) the capacity of said carbon to adsorb the surfactant, by packing said fly ash into said container, adding a matrix thereto, waiting until said carbon has adsorbed a portion of said matrix, and adding sufficient additional matrix so that said mold is exactly filled to the top of said container. ### Claim 22 A method of making a fiber reinforced lightweight high strength cellular concrete casting having a cured weight of under ninety pounds per cubic foot, which comprises the steps of: (1) entraining air in a concrete slurry in the presence of a surfactant to form an aerated concrete slurry having a cementitious cellular structure; (2) casting the aerated concrete of step 1 in admixture with an in situ hydrogen-gas generating composition present in an amount such that hydrogen gas evolution during casting substantially maintains the cementitious cellular structure of the aerated concrete slurry produced in step 1 during the step of casting. ### Claim 23 A fiber reinforced lightweight high strength cellular concrete casting having a cured weight of under ninety pounds per cubic foot, made by the process of: (1) entraining air in a concrete slurry in the presence of a surfactant to form an aerated concrete slurry having a cementitious cellular structure; (2) casting the aerated concrete of step 1 in an admixture with an in situ hydrogen-gas generating composition present in an amount such that hydrogen gas evolution during casting substantially maintains the cementitious cellular structure of the aerated concrete slurry produced in step 1 during the step of casting.