| Predicate |
Object |
| assignee |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_f0ad20eb72d0a4dc1cb5860ee6c332c1 |
| classificationCPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D2250-0092
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D2600-00 |
| classificationCPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D7-20
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D15-08
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/B63B35-28 |
| classificationIPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D7-20 |
| filingDate |
2005-12-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate |
2007-04-27-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_66a6461a4706827bf79ca3d0609cb7cf
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_f26aab66c9a0a0f0e2e09644cd14491a
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_cf325196f3a8a7e13dffd3d0aba9e5dc
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_dcb1a3d423b673b326db9f77c6e6a22e
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_12fab06d236b0b06fdd69e1a3047f261
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_7056b2544d2f09f17431cd3fb483fcc2 |
| publicationDate |
2007-04-27-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber |
KR-100712190-B1 |
| titleOfInvention |
File penetration device and method using water pressure |
| abstract |
Disclosed is a pile penetration apparatus and method using hydraulic pressure for easily infiltrating a pile into a seabed. Pants used for the construction of offshore structures are provided with pile anchors connected by crane and wire. The wire connecting the crane and the pile anchor is installed at the top of the pile to be coupled and detachable. The pants are connected to a pile anchor and a hose, and a pump for discharging and supplying seawater is installed in the pile anchor. The pile penetration device and method using the hydraulic pressure configured as described above are located in the seabed with piles and pile anchors standing upright by the crane, and the hydraulic pressure difference generated by the discharge and supply of seawater in the pile anchors using a pump By pressing the pile anchor into the seabed or restoring the entire state of penetration, the pile can press the top of the pile with the pile cap to reduce the occurrence of noise and vibration, and easily pile the pile into the seabed.n n n n Hydraulic pressure, pile, penetration device, penetration method |
| isCitedBy |
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2018076661-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-102425167-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-102425167-B
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-108824414-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2018076660-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/KR-101399090-B1 |
| priorityDate |
2005-12-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type |
http://data.epo.org/linked-data/def/patent/Publication |