http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-203878778-U
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_2fca358171fed028f7c7821b53a663da |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04B1-98 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04B1-58 |
| filingDate | 2014-06-05-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 2014-10-15-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_5f152e2019759dcb9e91a2014ecc81d0 |
| publicationDate | 2014-10-15-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-203878778-U |
| titleOfInvention | Concrete-filled rectangular steel tube column and steel beam steel bar type node with extended end plates |
| abstract | The utility model discloses a concrete-filled rectangular steel tube column and steel beam steel bar type node with extended end plates. The concrete-filled rectangular steel tube column and steel beam steel bar type node with the extended end plates comprises a concrete-filled rectangular steel tube column and I steel beams, and further comprises a power transmission assembly; the power transmission assembly comprises the extended end plates, steel bar type high-intensity bolts and angle steel; the upper wing and the lower wing of each I steel beam are connected with the corresponding extended end plate in a welded mode, and the belly portion of each I steel beam and the angle steel are connected through a high-intensity friction type bolt; the extended end plates and the concrete-filled rectangular steel tube column are connected through the steel bar type high-intensity bolts; rubber base plates are arranged between the extended end plates and the concrete-filled rectangular steel tube column. According to the concrete-filled rectangular steel tube column and steel beam steel bar type node with the extended end plates, the steel bar type high-intensity bolts can effectively transmit bending moment and axial stress between the beams, and then the rotating capacity of the node is adjusted; the rubber base plates are arranged between the concrete-filled column and the extended end plates and can buffer vibration or the effect of thermal expansion and cold contraction between the steel beams. The concrete-filled rectangular steel tube column and steel beam steel bar type node with the extended end plates is simple in structure, clear in power transmission, good in anti-seismic effect, long in service life and easy and convenient to construct. |
| isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110359564-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106638942-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-105064503-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106284659-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106894523-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106894523-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-108222261-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-108222261-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-105155684-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110359566-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110359568-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106049956-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/WO-2017028576-A1 http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110705140-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110705140-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106869314-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106049956-B http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106013495-A |
| priorityDate | 2014-06-05-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 36.