http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-108457204-B
Outgoing Links
| Predicate | Object |
|---|---|
| classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D27-42 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01D22-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D37-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D27-14 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D27-48 |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D27-48 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D27-42 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D27-14 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D37-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01D22-00 |
| filingDate | 2018-02-10^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 2020-10-27^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationDate | 2020-10-27^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-108457204-B |
| titleOfInvention | Reinforcing apparatus is carried out to insufficient bearing capacity of old bridge foundation |
| abstract | The invention discloses a reinforcing device for insufficient bearing capacity of an old bridge foundation, and belongs to the field of bridge reinforcement. The bridge pier is composed of a bridge pier, an original bearing platform, an original pile, a newly-added lower bearing platform, a newly-added pile and a connecting wall. Arranging newly-added piles along the outer sides of the original piles in the transverse bridge direction and additionally arranging a newly-built lower bearing platform right below the original bearing platform to integrally connect the newly-added piles and the original piles; and two rows of connecting walls are additionally arranged between the newly-added lower bearing platform and the original bearing platform along the water flow direction, the original bearing platform and the newly-added lower bearing platform are connected into a whole to be stressed together to form a new foundation structure, and under the conditions of protecting original piles and not breaking the original bearing platform, the foundation bearing capacity of the original bridge can be effectively improved, and the stress characteristic of the original structure of the bridge is improved. |
| priorityDate | 2018-02-10^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
| Predicate | Subject |
|---|---|
| isDiscussedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/substance/SID419512635 http://rdf.ncbi.nlm.nih.gov/pubchem/compound/CID962 |
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