http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-105064502-B
Outgoing Links
| Predicate | Object |
|---|---|
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04B1-58 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04B1-30 |
| filingDate | 2015-08-10-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 2017-06-20-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationDate | 2017-06-20-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-105064502-B |
| titleOfInvention | Using the regeneration concrete bean column node and construction method of cross-shaped profile steel plate weld edge of a wing stiffener |
| abstract | The invention discloses a kind of regeneration concrete bean column node of use cross-shaped profile steel plate weld edge of a wing stiffener, including the column tie-bar that the vertical muscle of post and the vertical muscle colligation of the post are fixed or welded, and it is arranged at the reinforcer that at bean column node and described column tie-bar and beam welding or colligation are fixed, the reinforcer includes cross-shaped profile steel plate and the flange plate being welded in around the cross-shaped profile steel plate, and the flange plate is vertical with cross-shaped profile steel plate.The present invention has preferable rigidity and ductility under Frequency Cyclic Static Loading, improves the crack resistance and shear-carrying capacity of bean column node, and the energy dissipation capacity of enhancing structure prevents node brittle break, the anti-seismic performance of node is significantly improved. |
| priorityDate | 2015-08-10-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 36.