http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-H05171654-A

Outgoing Links

Predicate Object
assignee http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_5b0a70e83338d554efa3634b21df0a57
classificationIPCInventive http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D17-20
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G01D21-00
filingDate 1991-12-20-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_a8d225ba12016de379468bd3f2e48ed5
publicationDate 1993-07-09-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber JP-H05171654-A
titleOfInvention Construction structure of landslide prevention pile and its construction method
abstract (57) [Summary] [Purpose] An object of the present invention is to provide a landslide prevention pile that can sufficiently resist the earth pressure even if a large load of earth and sand is applied to the prevention pile. [Structure] Plural landslide prevention piles are placed on the slope, In a construction structure of a landslide suppressing pile having an inclined surface in which heads of the landslide suppressing pile are connected and fixed to each other by a connecting member, the landslide suppressing pile includes a plurality of vertical piles laid in the ground and adjacent vertical An inclined connection pile that firmly connects the lower end of one vertical pile and the upper end of the other vertical pile of the piles to each other, and a horizontal connection pile that horizontally connects at least two upper and lower locations in the middle of adjacent vertical piles. The feature is that the landslide prevention pile is formed in a frame type truss shape.
isCitedBy http://rdf.ncbi.nlm.nih.gov/pubchem/patent/KR-20190062809-A
priorityDate 1991-12-20-04:00^^<http://www.w3.org/2001/XMLSchema#date>
type http://data.epo.org/linked-data/def/patent/Publication

Incoming Links

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Total number of triples: 20.