http://rdf.ncbi.nlm.nih.gov/pubchem/patent/KR-20160069023-A
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_7a42675426c5cbc970316088f4718d84 http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_193d4385ed21bbea5a911c327601a7f5 http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_66184213df0ae59fd105553344c80741 |
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D3-12 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D3-123 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D5-801 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D5-80 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D3-12 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-80 |
| filingDate | 2014-12-05-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_898e8a0db00754117a4a3a3a4b2a91d9 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_66f3b599b794632e7d80484f0450a50e http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_397fef6c6ce40202b0bbe1fe6189fb1a http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_2c435342bcbf8766750d1a5edc2efc2f |
| publicationDate | 2016-06-16-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | KR-20160069023-A |
| titleOfInvention | A pack anchor for decreasing excess pore water pressure of flimsy ground and a method for reinforcing flimsy ground using the same |
| abstract | The present invention relates to a pack anchor, which is a pack anchor including a free ledge and a fusing part, the fusing part being enclosed with a protective pack, wherein the pack anchor is a longitudinal member provided on an outer surface of the protective pack in a longitudinal direction, A pack anchor for guiding the pore water pressure dissipation of the disturbed settlement ground comprising at least one drainage material for discharging excessive pore water in contact with the ground in the direction of the free ledge " and " (A) inserting a pack anchor for excavating a ground by a water cutting method to form a perforation and for inducing dissipation of the pore pressure of the perturbed settlement ground on the perforation; (b) performing primary grouting on the perforations in which the pack anchors for leading to the pore pressure dissipation of the disturbed settlement ground are inserted; (c) performing secondary grouting by inflating cement milk into the protection pack; And (d) draining excessive pore water around the fixing unit after the secondary grouting through the at least one drainage material in the free length direction. |
| isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106930294-A |
| priorityDate | 2014-12-05-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 26.