http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2001152442-A

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http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-18
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filingDate 1999-12-01-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_bee0e4cafebc97e6fae9e7edeebdae0f
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_b2a9062c093bd0d12371442a3c4312c9
publicationDate 2001-06-05-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber JP-2001152442-A
titleOfInvention Soil cement continuous wall method
abstract PROBLEM TO BE SOLVED: To prevent excavated earth and sand, particularly clayey excavated earth and sand, from adhering to a stirring blade when mixing cement and hardening liquid at a construction site, Provided is a soil-cement continuous wall construction method in which the fluidity of the soil at the location is increased to provide a uniform soil cement. SOLUTION: An inorganic fine powder (excluding sulfate) is added to a cement milk mainly composed of hydraulic powder, clay mineral and water in an amount of 50 to 50 per 100 parts by weight of a powdery water-soluble polymer. After adding a compounding agent mixed at a ratio of 0 parts by weight, and further adding a dispersant and mixing to obtain a cement-based hardening liquid, the cement-based hardening liquid is sand and / or at a soil cement wall forming position. A soil cement continuous wall method characterized by mixing with soil.
isCitedBy http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2015098741-A
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type http://data.epo.org/linked-data/def/patent/Publication

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