http://rdf.ncbi.nlm.nih.gov/pubchem/patent/KR-101972275-B1
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_a2f5fff6558c3e911025ebfefe3f3ab3 |
| classificationCPCAdditional | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2111-00284 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01C2201-20 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2111-0075 |
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B20-0076 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B28-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B18-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B40-0032 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01C11-225 |
| classificationIPCAdditional | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B111-00 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B18-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B40-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B20-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B28-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01C11-22 |
| filingDate | 2018-10-05-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 2019-04-24-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_c4a9f2b3295aa28bf2441d81247c61c0 |
| publicationDate | 2019-04-24-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | KR-101972275-B1 |
| titleOfInvention | Methdo for manufacturing functional permeable concrete |
| abstract | The present invention can determine a maximum aggregate size suitable for use in a structure, that is, a sidewalk, a bicycle road, a parking lot, a back road, a park, etc., We set the distribution standard of uniform particle size with aggregate and set the aggregate criteria of 8mm, 10mm, 13mm, 20mm etc. of grade 1 aggregate (within 10% of flat stones) The present invention provides a method for manufacturing a water permeable concrete which can increase the function of water circulation and improve the durability except for the water pitch and strength which are raised as a problem. In the method of manufacturing the permeable concrete for forming the surface layer and the base layer of the road according to the present invention, the aggregate used for forming the surface layer and the base layer is a granular aggregate having a grain size of 10% or less, The G8 grade is given in the range of 5 ~ 8mm, the G10 grade is within the range of 8 ~ 10mm of aggregate particle size, the G13 grade The aggregate particle size distribution criterion is set so that the aggregate particle size is in the range of 10 to 13 mm and the aggregate particle size in the G20 range is in the range of 13 to 20 mm and the aggregate particle size suitable for the purpose of the road is selected based on the aggregate particle size distribution criterion Feature. |
| priorityDate | 2018-10-05-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 31.