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filingDate 2018-05-29-04:00^^<http://www.w3.org/2001/XMLSchema#date>
grantDate 2019-09-30-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_bcb3dfda1aacb80075c58734fc2aa662
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publicationDate 2019-09-30-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber KR-101993748-B1
titleOfInvention Concrete Composition for Steel-Concrete Connection of Bridge and Constructing Methods Using Thereof
abstract The present invention is based on 100 parts by weight of cement, 50 to 1,000 parts by weight of aggregate; Blast furnace slag fine powder 1 to 30 parts by weight; 1 to 20 parts by weight of fly ash; 0.5 to 10 parts by weight of a glidant; 5 to 20 parts by weight of shrinkage reducing agent; 5 to 15 parts by weight of slump reducing agent; 10 to 30 parts by weight of nanoceramic particles; 5 to 20 parts by weight of silica fume; 2 to 20 parts by weight of fibers; 0.1 to 5 parts by weight of antioxidant; 3 to 20 parts by weight of adhesion promoter; Stabilizer 0.5 to 10 parts by weight; 5 to 30 parts by weight of a strain inhibitor; And it relates to a concrete composition for the S / C joint of the bridge including 0.01 to 10 parts by weight of a high performance water reducing agent and a construction method using the same. The concrete composition for the S / C joint of the bridge according to the present invention has the effect of ensuring the internal filling and slope formability of the S / C joint cell (s), and control the flow amount to the slump change of the concrete composition have.
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