| Predicate |
Object |
| assignee |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_a09286c0d6f0e26345161951cf1362a2
http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_359b5b89714d99d4eec658277f28b5ba |
| classificationCPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2103-304
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2103-302
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B2111-00724 |
| classificationCPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/C04B24-38 |
| classificationIPCAdditional |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B103-44
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B103-32 |
| classificationIPCInventive |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B7-02
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B24-38
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C04B28-02
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-20
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-18 |
| filingDate |
1993-09-07-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor |
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_cfacac3e4936ad6de7d3484a06bced06
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_f99200b6ee82a066207406783daff8be
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_93974b17c86a3efc734d655db3f7e018
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_9dfeaae3c9b3212d8c8c316c95b10494
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_b1a5918c3b404c9ea7a0d3e9e69102d6
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_2a1e53cf1bc8fd30cf22a05eb9c37893
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_1a25e63b953039cd6147c1b830e3f01c |
| publicationDate |
1995-03-20-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber |
JP-H0776825-A |
| titleOfInvention |
Manufacturing method of underground continuous wall concrete |
| abstract |
(57) [Summary] [Purpose] Maintaining high fluidity in addition to inseparability in water, At the same time, concrete with high fluidity will be poured into the excavated ground to construct a continuous underground wall of uniform quality and high strength. [Structure] When constructing an underground continuous wall by placing concrete in the excavated ground where the stabilizing liquid has been placed, 0.1 to 3.0% by weight of high-performance water reducing agent or high-performance AE water reducing agent per unit amount of cement and 0.01 per unit amount of water Add 0.5% by weight of welan gum and cast concrete with slump flow of 50-70 cm. |
| isCitedBy |
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2005002583-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2014114176-A |
| priorityDate |
1993-09-07-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type |
http://data.epo.org/linked-data/def/patent/Publication |