http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2016166447-A
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_74415d2d575191b74012a38dc7a41110 http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_6587ba5f10f5ed209f0237d506b99397 http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_7a46f7b1b9dd08ead375b2fadb7287f2 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E21D9-06 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E21D11-00 |
| filingDate | 2015-03-09-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_daf6d82c8a343a40aa6ecbcf76dbc868 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_74032eaf556047dba41f9b05ca4dc812 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_08efe86620a0d98a65e6907e5a2c4b66 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_e3493bcfe3d8329db5131af17eca4621 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_5d7f697be615cf2a2fcb05a1c38b9b02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_58eb8cd3b737dfe57ccf4e05ef45545e |
| publicationDate | 2016-09-15-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | JP-2016166447-A |
| titleOfInvention | Tunnel construction method using segments |
| abstract | [PROBLEMS] To provide a tunnel construction method using a segment capable of sufficiently expressing the strength of a backfilling material after a predetermined time regardless of the state of a shield machine, and capable of appropriately designing the segment. To do. While a shield ground excavator 1 excavates a natural ground 5 ahead, a segment 6 is assembled behind the shield excavator 1 and formed between the assembled segment 6 and an excavation hole 5a of the natural ground 5. In the tunnel construction method in which the backfilling material 8 is injected into the tail void 7 to be constructed to construct the tunnel, the backfilling material 8 promotes the setting and hardening of the mortar containing the thickener and the mortar. A curing accelerator is mixed immediately before injection into the tail void 7, and the strength of the segment 6 is the predetermined strength of the backfill material 8 that is expressed after a predetermined time from the mixing of the mortar and the curing accelerator. Shall be determined based on [Selection] Figure 1 |
| isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110566215-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-7289968-B1 http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-114352315-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-7050188-B1 |
| priorityDate | 2015-03-09-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 28.