http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2006002347-A

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filingDate 2004-06-15-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_58d6e5952697663ce298fbe7d858aa9c
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publicationDate 2006-01-05-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber JP-2006002347-A
titleOfInvention Construction method of underground continuous wall concrete.
abstract PROBLEM TO BE SOLVED: To eliminate a difference in strength between upper and lower walls of a continuous wall concrete and facilitate machine excavation even in the lower part thereof. SOLUTION: When an underground continuous wall concrete is constructed by placing concrete mixed with cement, fine aggregate, coarse aggregate, and an admixture into the ground, an AE water reducing agent or a high admixture is used as the admixture. Performance AE Water reducing agent and thickener are used, and concrete with a slump flow of 350mm or more is placed in the ground using the following compound (α) and compound (β) as the thickener. It is a construction method of underground continuous wall concrete characterized by. Compound (α): an aromatic compound having a sulfone group and / or a salt thereof. Compound (β): alkyltrimethylammonium salt. [Selection figure] None
isCitedBy http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-111561324-A
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type http://data.epo.org/linked-data/def/patent/Publication

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