| Predicate |
Object |
| assignee |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_d6a6f422b091ba12ea61d4adbf1b0e8e
http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_9bf5e90ca7e99ec3709c6b5b81f62e77 |
| classificationCPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/Y02E10-727 |
| classificationCPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D13-04
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D7-02
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D13-00
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D15-08
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D7-00 |
| classificationIPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D13-04
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D7-02
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D7-00
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D15-08
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D13-00 |
| filingDate |
2022-07-08-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_2661ae00e98f8389e628d58bac79e069
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_de1f59ff3bb11a87f67af141e44e7f8e
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_d1056d084ad9c04f7e65e7dbbc7f87c0
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_73885555f2043d4d58e858abefc621da
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_dc0dd563aa0f0655eb959b8b82c4d02d
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_3ff52edcd61c3725ea53bd854e318159
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_d36b1f9d7ed9514c2af00a36fd9d4714
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_9e9598be2c78a4f2be56d2799f8b4486 |
| publicationDate |
2022-08-05-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber |
CN-114855794-A |
| titleOfInvention |
A construction method of rock-socketed single pile based on double-shroud-stabilized pile platform |
| abstract |
The invention belongs to the field of offshore wind power engineering, and in particular relates to a rock-socketed single-pile construction method based on a double-shroud-stabilized pile platform, comprising: hoisting the double-shroud-stabilized pile platform to a predetermined location, and implanting into water; The pile stabilization platform is inserted and driven, so that both the middle and outer protection cylinders of the double protection cylinder pile stabilization platform are driven into the mud layer; ; Throw and fill the anti-scour material from the filling port of the first platform of the double-shielded pile-stabilizing platform to the filling space of the double-shielding pile-stabilizing platform; drill the pile hole; put the single pile into the drilled pile hole and place it to the design height; grouting reinforcement is carried out at the bottom and outside of the single pile. The invention can reinforce the soil body to improve the safety of the single pile of offshore wind power rock-socketed, and the invention reduces the effect of water flow during the scour protection construction through the double casing structure, thereby solving the problem of poor construction accuracy due to the influence of the water flow during the scour protection and filling operation. The problem. |
| priorityDate |
2022-07-08-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type |
http://data.epo.org/linked-data/def/patent/Publication |