http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110344451-A
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_d6a6f422b091ba12ea61d4adbf1b0e8e |
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D33-00 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D33-00 |
| filingDate | 2019-07-01-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_90380b2152035635a832d89b464f9841 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_84dfda74008a4c8a03ea61aa2eb1c63b http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_b73b7437563d45b1437623a62c5225f9 |
| publicationDate | 2019-10-18-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-110344451-A |
| titleOfInvention | A kind of simulation cement paste around pile reinforcing influences the experimental rig and test method of research on pile foundation level bearer properties |
| abstract | The experimental rig and test method that pile foundation level bearer properties are influenced with research are reinforced the invention discloses a kind of simulation cement paste around pile.The experimental rig includes model casing, loading motor, circular die, air compressor and slurry can.Model casing is welded by steel plate, and sand has been filled inside model casing, has buried soil pressure sensor inside sand；Circular die is made of aluminium alloy plate, and circular die is placed on design position；Slurry can is provided with the liquid soil cement stirred evenly, and Grouting Pipe is extend into the space between model casing inner circular mold and Model Pile, and liquid soil cement is injected into the space by Grouting Pipe by slurry can；The Model Pile in model casing is loaded by loading motor after soil cement maintenance to design age.Structure of the invention is reasonable, easy to operate, can be used for studying the load-carrying properties that quiet brill under different stress levels takes root in stake stake end enlarged footing, and the research for taking root in stake stake end enlarged footing load-carrying properties for quiet brill provides a kind of effective means. |
| isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-113295845-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-111560994-A |
| priorityDate | 2019-07-01-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 19.