http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2014234612-A
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_3f07f0f869e6e4f49b85951318d496f0 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04F15-024 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04F15-18 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04F15-00 |
| filingDate | 2013-05-31-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_d049b7b69742beb77bee9de0c01ab43c |
| publicationDate | 2014-12-15-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | JP-2014234612-A |
| titleOfInvention | Double floor antistatic structure construction method |
| abstract | An antistatic structure construction method for a double floor that facilitates construction work and maintenance work after construction is provided. An antistatic structure construction method for a double floor has antistatic performance on a double floor 10 configured by supporting a floor panel 12 at an upper end portion of a support leg 16 erected on a floor slab 14. It is the method of giving and constructing, and the resistance value from the floor panel 12 to the floor slab 14 in the case of one support leg 16 is referred to as R1, and the floor panel 12 to the floor slab required for the entire double floor 10 When the total resistance value up to 14 is referred to as R and the number of support legs 16 is referred to as n, the double floor 10 is constructed so as to satisfy the relational expression of n ≧ (R1 / R). [Selection] Figure 2 |
| priorityDate | 2013-05-31-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 57.