Predicate |
Object |
assignee |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_cdf633143bd4a65581666c357a0d1b1c |
classificationCPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/Y02W30-91 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2103-58 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2103-34 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2103-308 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2111-00672 |
classificationCPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01D19-067 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B20-0048 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B18-141 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B20-0036 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B18-146 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B28-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B18-08 |
classificationIPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B111-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B103-30 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B103-56 |
classificationIPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B28-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01D19-06 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B20-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B18-14 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B18-08 |
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 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_3a5fcaf269fe0284d62e0077f03a9f06 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_0cc09bcbfe6841f349091988ff0a6ea9 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_23ec642ed78afb03e999302ff2d2de74 |
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. |
isCitedBy |
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-116434894-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-116434894-A |
priorityDate |
2018-05-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
type |
http://data.epo.org/linked-data/def/patent/Publication |