http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-106769472-B
Outgoing Links
| Predicate | Object |
|---|---|
| classificationCPCAdditional | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G01N2203-0019 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G01N2015-0813 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G01N2203-0048 |
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G01N3-12 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G01N15-08 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/G01N3-08 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G01N3-12 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G01N15-08 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G01N3-08 |
| filingDate | 2017-01-11-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 2019-09-24-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationDate | 2019-09-24-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-106769472-B |
| titleOfInvention | Based on the vertical mechanical load Experiment on Function device of concrete and test method under axial dispersion and the effect of lateral confining pressure |
| abstract | The invention discloses based on the vertical mechanical load Experiment on Function device experiment method of concrete under axial dispersion and the effect of lateral confining pressure, lower part steel lantern ring is provided at the top of pressure-bearing platform, concrete sample is installed inside the steel lantern ring of lower part, top steel lantern ring is installed at the top of concrete sample, it is connected through a screw thread inside the steel lantern ring of top and has screwed top infiltration plate, fine hole is uniformly machined on top infiltration plate, the center card slot of top infiltration plate is fitted with infiltration plate key, the inner tip of confining pressure water tank is welded with top force-transmitting pole, perforative infiltration aquaporin is equipped in the middle part of the force-transmitting pole of top.Type of the present invention is mutually indepedent by axial dispersion environment and lateral confining pressure environment, while concrete sample, a variety of concrete axial dispersions seeped when permeation rate, multilevel confining pressure water pressure and axially different quiet dynamic load and the lateral confining pressure experimental rig and test method of sizes can be considered. |
| priorityDate | 2017-01-11-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 28.