http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-212533543-U

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Predicate Object
assignee http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_fe7e1f8b7dc67a67560530c4f71692b0
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classificationIPCInventive http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01B2-00
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01B25-08
filingDate 2020-07-06-04:00^^<http://www.w3.org/2001/XMLSchema#date>
grantDate 2021-02-12-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_f3f7c028b15f85ae3a3683d9b8e76ffd
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publicationDate 2021-02-12-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber CN-212533543-U
titleOfInvention Single track roadbed structure of hard rock area straddle type
abstract The utility model provides a single track roadbed structure of straddle type in hard rock area, roadbed structure includes a plurality of cushion caps and a plurality of backup pads that are used for supporting the single track roof beam of straddle type, a plurality of cushion caps are laid in hard rock stratum and are laid along the longitudinal interval of track roof beam, a plurality of backup pads are arranged along the longitudinal direction of track roof beam in proper order, the backup pad is laid at the top of a plurality of cushion caps and is connected with the cushion cap, the track roof beam is fixed to the top of backup pad; two straddle type monorail track beams are longitudinally arranged on each supporting plate in parallel. According to the roadbed structure, a plurality of bearing platforms are arranged on a hard rock stratum to support a track beam, so that loads of the track beam and vehicles on the upper part of the track beam are dispersed and transmitted to the hard rock stratum, and structural diseases caused by uneven settlement are avoided; the supporting plate is arranged at the top of the bearing platform, and the two rail beams which are longitudinally arranged in parallel are respectively fixed on the supporting plate, so that the centripetal force and the lateral load when the train turns are relieved, and the overall stability of the rail beams is improved.
priorityDate 2020-07-06-04:00^^<http://www.w3.org/2001/XMLSchema#date>
type http://data.epo.org/linked-data/def/patent/Publication

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Total number of triples: 22.