US2015052842A1PendingUtilityA1

Architectural concrete and method of forming the same

Assignee: SHAW & SONS INCPriority: Aug 20, 2013Filed: Aug 20, 2013Published: Feb 26, 2015
Est. expiryAug 20, 2033(~7.1 yrs left)· nominal 20-yr term from priority
Inventors:Ronald D. Shaw
B29L 2031/776B29L 2009/00E04C 2/06E04F 15/126E04C 2/044B29C 39/146E04C 2/041
60
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Claims

Abstract

A method of forming an architectural concrete structure having a desired look (i.e., color) and texture, wherein the method generally includes pouring a base concrete layer using conventional concrete. A surface concrete mixture is prepared and includes a mixture of sand and small aggregates to give the surface concrete mixture the desired color and texture for the architectural concrete structure. The base concrete layer provides strength and durability to the concrete structure, while the surface concrete layer provides the desired look and texture of the concrete surface. The surface concrete mixture preferably includes small aggregates to create a smooth and uniform texture.

Claims

exact text as granted — not AI-modified
What is claimed is: 
     
         1 . A method of forming architectural concrete, the method comprising the steps of:
 pouring a base concrete mixture in an unhydrated state to define a base concrete layer, the base concrete mixture including large aggregate;   preparing a surface concrete mixture including small aggregate and sand, the small aggregate being smaller than the large aggregate used in the base concrete mixture, the small aggregate and sand being mixed to define a prescribed color; and   pouring the surface concrete mixture over the base concrete layer while the base concrete mixture is in the unhydrated state, the surface concrete mixture defining a surface layer.   
     
     
         2 . The method recited in  claim 1 , further comprising the step of forming a subgrade upon which the base concrete mixture is poured. 
     
     
         3 . The method recited in  claim 1 , further comprising the steps of:
 providing a concrete form; and   pouring the base concrete mixture within the concrete form.   
     
     
         4 . The method recited in  claim 1 , further comprising the step of leveling the surface of the base concrete layer prior to pouring the surface concrete mixture over the base concrete layer. 
     
     
         5 . The method recited in  claim 1 , further comprising the step of floating the surface concrete mixture after it is poured over the base concrete layer. 
     
     
         6 . The method recited in  claim 1 , further comprising the step of finishing the surface concrete mixture after it is poured over the base concrete layer. 
     
     
         7 . The method recited in  claim 6 , wherein the finishing step includes grinding the surface layer. 
     
     
         8 . The method recited in  claim 6 , wherein the finishing step includes etching the surface layer. 
     
     
         9 . The method recited in  claim 6 , wherein the finishing step includes sand-blasting the surface layer. 
     
     
         10 . The method recited in  claim 1 , wherein the preparing step includes removing large aggregate from the base concrete mixture to form the surface concrete mixture. 
     
     
         11 . The method recited in  claim 1 , wherein the step of pouring the surface concrete mixture includes pneumatically projecting the surface concrete mixture over the base concrete layer. 
     
     
         12 . The method recited in  claim 1 , wherein the surface concrete mixture is poured over the base concrete layer within eight hours after forming the base concrete layer. 
     
     
         13 . The method recited in  claim 1 , wherein the large aggregate has a mean diameter size of greater than three-eighths of one inch and the small aggregate has a mean diameter of less than three-eighths of one inch. 
     
     
         14 . The method recited in  claim 1 , wherein the surface concrete mixture is formed independent of large aggregate. 
     
     
         15 . A method of forming architectural concrete, the method comprising the steps of:
 pouring a base concrete mixture to define a base concrete layer, the base concrete mixture including large aggregate having a mean diameter size of greater than three-eighths of one inch;   preparing a surface concrete mixture including small aggregate and sand, the small aggregate having a mean diameter size of less than three-eighths of one inch, the small aggregate and sand being mixed to define a prescribed color, the surface concrete mixture being formed independent of large aggregate; and   pouring the surface concrete mixture over the base concrete layer to define a surface layer.   
     
     
         16 . The method recited in  claim 15 , wherein the surface concrete mixture is poured over the base concrete layer while the base concrete mixture is in an unhydrated state. 
     
     
         17 . The method recited in  claim 15 , wherein the surface concrete mixture is poured over the base concrete layer within eight hours after forming the base concrete layer. 
     
     
         18 . An architectural concrete structure comprising:
 a base concrete layer formed from a base concrete mixture including large aggregate, the base concrete layer defining a base surface;   a surface layer formed on the base surface, the surface layer including small aggregate and sand, the small aggregate being smaller than the large aggregate in the base concrete mixture, the small aggregate and sand being mixed to define a prescribed color; and   the surface layer being formed on the base surface while the base concrete mixture is in an unhydrated state to allow the surface layer to bond to the base concrete layer independent of a cold joint therebetween.   
     
     
         19 . The architectural concrete structure recited in  claim 18 , further comprising rebar disposed within the base concrete layer. 
     
     
         20 . The architectural concrete structure recited in  claim 18 , wherein the large aggregate has a mean diameter size of greater than three-eighths of one inch and the small aggregate has a mean diameter of less than three-eighths of one inch.

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