http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106545165-B
Outgoing Links
| Predicate | Object |
|---|---|
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04G21-02 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E04G21-246 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04G21-24 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E04G21-02 |
| filingDate | 2016-11-06-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 2019-01-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationDate | 2019-01-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-106545165-B |
| titleOfInvention | A kind of early strong anticracking anti-freezing method of concrete floor winter construction |
| abstract | The invention belongs to technical field of concrete construction, and in particular to a kind of early strong anticracking anti-freezing method of concrete floor winter construction.The present invention is after concrete mix carries out floor casting, it lays bricks in floor surrounding or with other materials enclosing, prepares curing water in a reservoir, the curing water is that accelerating component or accelerating component and antifreezing component are added into tap water, and maintenance water immersion floor is kept, it conserves at least seven days.The present invention changes the adding manner of early strength agent, improves the early concrete intensity under cryogenic conditions, has no adverse effects to physical and mechanical properties such as later strengths. |
| priorityDate | 2016-11-06-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 28.