http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2018168589-A

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classificationIPCInventive http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-80
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D17-20
filingDate 2017-03-29-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_d192db4adbce89df780b6b881fd4da4f
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_20d1640acbc87f9349f6bda7d16c8efd
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_56dd5cf2aad98895e46806bb0ecddd59
publicationDate 2018-11-01-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber JP-2018168589-A
titleOfInvention Slope surface stabilization method
abstract The present invention provides a slope stabilization method that can reduce the number of work steps and suppress loosening of natural ground. SOLUTION: A natural pipe 2 is reinforced by a perforated tube 4 whose front end is fixed to the natural ground 2 and whose rear end is fixed to a slope 2a of the natural ground 2, and groundwater in the natural ground 2 is made outside. In the discharging slope stabilization method, a drilling screw 10 having a rod 11, a drilling head 12 and a screw 13 is disposed inside a perforated pipe 4 that is disposed substantially horizontally, and the drilling screw 10 is rotated while the drilling screw 10 is rotated. And the step (FIG. 2 (A)) which inserts the perforated pipe | tube 4 in the natural ground 2, and grout is inject | poured into the natural ground 2 around the front-end | tip part of the perforated pipe 4 via the drilling screw 10, and the perforated pipe 4 The step of fixing the front end of the perforated pipe to the natural ground 2 (FIG. 2B), the step of pulling out the drilling screw 10 from the perforated pipe 4 (FIG. 2C), and the rear end of the perforated pipe 4 as a slope (Step (D) in FIG. 2). [Selection] Figure 2
isCitedBy http://rdf.ncbi.nlm.nih.gov/pubchem/patent/KR-102029600-B1
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priorityDate 2017-03-29-04:00^^<http://www.w3.org/2001/XMLSchema#date>
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Total number of triples: 32.