US2011136946A1PendingUtilityA1

Slurry compositions for ground improvement using blast-furnace slag cement and method of producing soil cement slurry by using same

Assignee: KONO TAKAOPriority: Jun 9, 2009Filed: Feb 16, 2011Published: Jun 9, 2011
Est. expiryJun 9, 2029(~2.9 yrs left)· nominal 20-yr term from priority
C04B 22/10Y02W30/91C04B 2111/00732C04B 28/04C09K 17/02C09K 17/44C09K 17/10C09K 17/40
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Claims

Abstract

Slurry composition for ground improvement is obtained from cement, water and an admixture. The slurry composition cement is of a kind prepared by using blast-furnace slag cement of a specified type as the cement at a water/blast-furnace slag cement mass ratio of 40-250% and contains the admixture in an amount of 0.1-5 mass parts for 100 mass parts of the blast-furnace slag cement. The blast-furnace slag cement of the specified type contains blast-furnace slag fine particles with fineness 3000-13000 cm 2 /g in an amount of 60-80 mass % and portland cement in an amount of 20-40 mass % for a total of 100 mass %.

Claims

exact text as granted — not AI-modified
1 . A slurry composition for ground improvement, said slurry composition comprising cement, water and an admixture, and being prepared by using water and blast-furnace slag cement as said cement at a water/blast-furnace slag cement mass ratio of 40-250% and containing said admixture in an amount of 0.1-5 mass parts for 100 mass parts of said blast-furnace slag cement, said blast-furnace slag cement comprising blast-furnace slag fine particles with fineness 3000-13000 cm 2 /g in an amount of 60-80 mass % and portland cement in an amount of 20-40 mass % for a total of 100 mass %. 
     
     
         2 . The slurry composition for ground improvement of  claim 1  wherein said blast-furnace slag fine particles have fineness 3500-6500 cm 2 /g. 
     
     
         3 . The slurry composition for ground improvement of  claim 2  wherein said portland cement is normal portland cement. 
     
     
         4 . The slurry composition for ground improvement of  claim 2  wherein said blast-furnace slag cement comprises said blast-furnace slag fine particles in an amount of 64-76 mass % and said portland cement in an amount of 24-36 mass % for a total of 100 mass %. 
     
     
         5 . The slurry composition for ground improvement of  claim 4  wherein said admixture at least partially includes a hardening accelerator comprising an alkali metal carbonate salt. 
     
     
         6 . The slurry composition for ground improvement of  claim 5  wherein said admixture at least partially includes a defoamer comprising polyalkylene glycol monoalkenyl ether. 
     
     
         7 . The slurry composition for ground improvement of  claim 6  wherein said admixture at least partially includes a fluidizer comprising an alkali metal salt of water soluble vinyl copolymer obtained by alkali hydrolysis of copolymer of α-olefin and anhydrous maleic acid and having mass averaged molecular weight of 2000-70000. 
     
     
         8 . The slurry composition for ground improvement of  claim 6  wherein said admixture at least partially includes a fluidizer comprising an alkali metal salt of polyacrylic acid having mass averaged molecular weight of 1500-50000. 
     
     
         9 . The slurry composition for ground improvement of  claim 7  wherein water and said blast-furnace slag cement are used at a mass ratio of 45-230%. 
     
     
         10 . The slurry composition for ground improvement of  claim 8  wherein water and said blast-furnace slag cement are used at a mass ratio of 45-230%. 
     
     
         11 . A method of preparing soil cement slurry, said method comprising the step of using the slurry composition for ground improvement of  claim 9  in an amount of 300-1200 kg per 1 m 3  of ground. 
     
     
         12 . A method of preparing soil cement slurry, said method comprising the step of using the slurry composition for ground improvement of  claim 10  in an amount of 300-1200 kg per 1 m 3  of ground.

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