http://rdf.ncbi.nlm.nih.gov/pubchem/patent/KR-102021761-B1
Outgoing Links
Predicate | Object |
---|---|
assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_65a155c33d154a184cb6bc2bd962a786 |
classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01D19-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01D22-00 |
classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01D22-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01D19-02 |
filingDate | 2019-03-19-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
grantDate | 2019-09-17-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_8b44a221e1220ba53b0c0160667a2bc4 |
publicationDate | 2019-09-17-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
publicationNumber | KR-102021761-B1 |
titleOfInvention | Seismic and load-carrying reinforcement methods of columns with fiber lapping and flame retardant panels |
abstract | The present invention is a flame retardant and load-bearing reinforcement method of the bridge is a combination of fiber wrapping and flame retardant panels, a flame retardant panel preparation step (S1) for preparing a plurality of flame retardant panels (10) having flame retardancy; A scaffolding installation step (S2) for installing the scaffolding structure 20 in the reinforcement part 3a of the pier 3; Surface supplement step (S3) to remove the foreign matter in the reinforcement portion (3a) and to restore the damaged section to its original form; A fiber wrapping step (S4) of continuously winding the reinforcing fiber 30 along the reinforcing portion 3a; Fire-retardant panel installation step (S5) of fixing the flame-retardant panel 10 is not separated from the piers (3) while placing the plurality of flame-retardant panels 10 in the form of surrounding the piers (3) ; Resin injection step (S6) for injecting the adhesive epoxy resin 40 to the reinforcing fiber 30 side through the flame-retardant panel 10; Scaffold dismantling step (S7) of dismantling the scaffold structure 20; And a curing step (S8) in which the injected epoxy resin 40 is cured integrally with the flame retardant panel 10 and the reinforcing fiber 30. |
priorityDate | 2019-03-19-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 34.