US2006201393A1PendingUtilityA1

Shrinkage compensating concrete

Assignee: PKL CORPPriority: Mar 11, 2005Filed: Mar 11, 2005Published: Sep 14, 2006
Est. expiryMar 11, 2025(expired)· nominal 20-yr term from priority
C04B 28/04C04B 2111/34Y10S264/43
47
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Claims

Abstract

Synthetic fibers, such as polypropylene fibers, are mixed in a shrinkage compensating concrete to provide restraint in lieu of conventional steel reinforcement used in a shrinkage compensating concrete. While the synthetic fibers have a low elastic modulus and low strength, they act to restrain expansion of the concrete in the same way that conventional steel rebar does. In addition, only a small amount of the synthetic fibers are needed to restrain the expansion. As a result, shrinkage compensating concrete can be used in more varied applications, and can be provided more quickly, easily and inexpensively. Construction time requirements and expenses of concrete structures are correspondingly reduced.

Claims

exact text as granted — not AI-modified
1 . A shrinkage compensating concrete comprising: 
 an expansive cement;    aggregate; and    a restraining material comprising fibers for restraining expansion of the concrete, wherein the restraining material has a modulus of elasticity of about from 0.05×10 6  to about 6×10 6  psi.    
   
   
       2 . (canceled)  
   
   
       3 . The shrinkage compensating concrete of  claim 1  wherein the restraining material has a modulus of elasticity of about from 0.05×10 6  to about 3×10 6  psi.  
   
   
       4 . The shrinkage compensating concrete of  claim 1  wherein the restraining material has a modulus of elasticity of about from 0.05×10 6  to about 0.10×10 6  psi.  
   
   
       5 . The shrinkage compensating concrete of  claim 1  wherein the restraining material comprises a non-metallic material.  
   
   
       6 . The shrinkage compensating concrete of  claim 1  wherein the restraining material comprises polymeric fibers.  
   
   
       7 . The shrinkage compensating concrete of  claim 1  wherein the restraining material comprises polypropylene, poly vinyl alcohol, or nylon.  
   
   
       8 . The shrinkage compensating concrete of  claim 1  wherein the restraining material has a density between about 0.8 and 3.0 gm/cm 3 .  
   
   
       9 . The shrinkage compensating concrete of  claim 1  wherein the restraining material has a tensile strength between about 10 and 200 MPa.  
   
   
       10 . A shrinkage compensating concrete comprising: 
 an expansive cement;    aggregate; and    a restraining material for limiting expansion of the concrete, wherein the restraining material has a density of from about 0.8 to 2 g/cm 3  and is fibrous.    
   
   
       11 . (canceled)  
   
   
       12 . The shrinkage compensating concrete of  claim 10  wherein the restraining material has a modulus of elasticity of about from 0.05×10 6  to about 15×10 6  psi.  
   
   
       13 . The shrinkage compensating concrete of  claim 10  wherein the restraining material has a modulus of elasticity of about from 0.05×10 6  to about 3×10 6  psi.  
   
   
       14 . The shrinkage compensating concrete of  claim 10  wherein the restraining material has a modulus of elasticity of about from 0.05×10 6  to about 0.10×10 6  psi.  
   
   
       15 . The shrinkage compensating concrete of  claim 10  wherein the restraining material comprises polymeric fibers.  
   
   
       16 . The shrinkage compensating concrete of  claim 10  wherein the restraining material has a tensile strength between about 10 and 200 MPa.  
   
   
       17 . A shrinkage compensating concrete comprising: 
 an expansive cement;    aggregate; and    a fibrous polymeric restraining material.    
   
   
       18 . The shrinkage compensating concrete of  claim 17  containing from 1-10 pounds of fibrous polymeric restraining material per cubic yard of concrete.  
   
   
       19 . The shrinkage compensating concrete of  claim 17  wherein the fibrous polymeric restraining material comprises synthetic fibers having an average diameter of from 0.001 to 0.3 mm and an average length of about 1 to 40 mm.  
   
   
       20 . A shrinkage compensating concrete comprising: 
 an expansive cement;    aggregate; and    a fibrous restraining material having a tensile strength of about 10 to 200 MPa.    
   
   
       21 . A shrinkage compensating concrete comprising: 
 an expansive cement;    an aggregate material comprising sand, gravel or rock, and forming a matrix with the expansive cement; and    a fibrous restraining material having a modulus of elasticity lower than the modulus of elasticity of the matrix.    
   
   
       22 . (canceled)  
   
   
       23 . (canceled)  
   
   
       24 . The shrinkage compensating concrete of  claim 1  wherein the expansive cement comprises a fast setting cement.  
   
   
       25 . The shrinkage compensating concrete of  claim 1  further including one or more members selected from the group consisting of a setting retarder; a plasticizer; a polymer bonding additive; and a coloring agent.  
   
   
       26 . (canceled)

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