http://rdf.ncbi.nlm.nih.gov/pubchem/patent/EP-2373889-A1
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_d3beb327d15bd73ad4afc408fa5734d3 |
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04H12-342 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04H12-34 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04H12-28 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04H12-16 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/F03D11-00 |
| filingDate | 2009-11-30-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_75c2fbe920e481a1f1b366ce7b22838c http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_e561fdd8d249895660a906f3b2225916 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_884181d3d6c5cef8f19629ba7f79043d |
| publicationDate | 2011-10-12-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | EP-2373889-A1 |
| titleOfInvention | Method for mounting in sections an annular tower for wind or heliostatic power generators or chimneys |
| abstract | A method for erecting a pre-stressed sectionalized and segmented concrete tower for wind power or heliostatic generator or chimney comprising the steps of (a) building a tower foundation; (b) fabricating a plurality of concrete segments having internal ducts for introducing pre-stressing tendons; (c) fabricating a plurality of assembling supports and lifting harnesses for proving a support to the concrete segments when assembled in tower sections; (d) installing, with a crane the concrete segments to conform the concrete tower section; (e) engaging a lifting harness to the concrete tower section, lift the whole section of tower, mount such concrete section on the foundation and disengage the lifting harness and/or the assembling support; (f) assembling the following concrete tower sections though the use of assembling supports and mounting such tower sections through the use of lifting harnesses; and (g) joining the concrete sections through prestressing tendons to provide a rigid tower. |
| priorityDate | 2008-12-10-04:00^^<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/SID419591891 http://rdf.ncbi.nlm.nih.gov/pubchem/compound/CID67686 |
Total number of triples: 18.