| Predicate |
Object |
| assignee |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_842f99db32e63fe5294fa70159a45bae |
| classificationCPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/F05B2230-60
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/F05B2230-61
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/Y02P70-50
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/F05C2211-00
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/Y02E10-728
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/Y02E10-72
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/F05B2240-912
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/F05B2250-70
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/F05B2230-601
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/F05B2240-40 |
| classificationCPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04C5-10
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04H12-16
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04C5-12
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/F03D13-20
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04C5-08
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04C3-34
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/F03D13-10
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04C3-26
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04C3-22 |
| classificationIPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04C5-10
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04C5-12
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04G21-12
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04C5-08
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04H12-16
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/F03D1-00
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/F03D11-04 |
| filingDate |
2001-07-12^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_ac119bec52d8e156ec83638b90d9f990 |
| publicationDate |
2005-11-25^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber |
NZ-523605-A |
| titleOfInvention |
Pylon of prestressed concrete finished parts |
| abstract |
The invention relates to a method for erecting a tower made of pre-stressed concrete prefabricated assembly units and to a device for advantageous implementation of said method. In order to at least reduce the number of known problems occurring according to prior art when erecting a tower, a funnel-shaped device (8) is used to guide a pre-tensioning wire (8) whose smaller cross-section (11) is substantially similar to the cross-section of the jacket tube (7). A seal (20) is also provided to create a pressure-tight transition between two segments (4, 6) arranged on top of each other. The height of the seal (20) corresponds substantially to the predetermined distance of the segments. A pre-stressed concrete prefabricated assembly unit (4, 6) is also disclosed, the inventive device (8) being integrated therein. The invention further relates to a method wherein epoxy resin is used as a bonding material (34) between two segments. |
| priorityDate |
2000-07-12^^<http://www.w3.org/2001/XMLSchema#date> |
| type |
http://data.epo.org/linked-data/def/patent/Publication |