http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-203866998-U
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_d6391ea6e72f4d18102f4cf42a668f4e |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04B2-56 |
| filingDate | 2014-04-09-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 2014-10-08-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_bc4867304112de9e09f5198eb46fbd2b http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_734150f8b3f0341500f7bd6da4dc4013 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_daee0d8b113600b3facb4ff817404a53 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_0c2adf67b11bb78d910308f0e9f783f7 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_4b436d070d1cc88d16d634bf3119d45b http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_22bdd5a71471770898a264f0b7e26714 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_3ef071f35258a0f83435d2c0f8047c44 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_6645d7afe638ba2bf869444427408bf8 |
| publicationDate | 2014-10-08-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-203866998-U |
| titleOfInvention | C-shaped steel plate composite shear wall structure |
| abstract | The utility model relates to a shear wall structure of high-rise buildings, in particular to a C-shaped steel plate composite shear wall structure. The C-shaped steel plate composite shear wall structure comprises a wing part and a belly part, the wing part is a trapezoid component, and the belly part is formed by connecting two trapezoid components symmetrically. Each trapezoid component comprises two parallel main steel plates, one or two stiffening plates and multiple studs. The stiffening plates are vertically mounted between the two parallel main steel plates at an equal interval, and the two ends of the stiffening plates are fixedly connected to the two parallel main steel plates through groove welding with pads. The C-shaped steel plate composite shear wall structure has the advantages that a form work leaning trial method is adopted during integral assembly, and it is guaranteed that the shape errors of the ends of the trapezoid components are small; open sections are deformed during welding, so that the measures of adding temporary supports and deformation proof plates are adopted to control the welding deformation. |
| priorityDate | 2014-04-09-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
| Predicate | Subject |
|---|---|
| isDiscussedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/substance/SID419556588 http://rdf.ncbi.nlm.nih.gov/pubchem/compound/CID15331 |
Total number of triples: 20.