http://rdf.ncbi.nlm.nih.gov/pubchem/patent/KR-101352429-B1
Outgoing Links
Predicate | Object |
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classificationCPCAdditional | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D2300-0021 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D2250-0038 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D2220-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D2600-40 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D2600-20 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D2200-12 |
classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D17-083 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E02D17-04 |
classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D17-04 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D17-08 |
filingDate | 2011-12-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
grantDate | 2014-01-17-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
publicationDate | 2014-01-17-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
publicationNumber | KR-101352429-B1 |
titleOfInvention | Waterproof Temporary Tempering Method Using Corrugated Steel Segments |
abstract | The present invention relates to a waterproof temporary construction method using a corrugated steel sheet segment, in particular, drilling the H-beam installation hole to have a predetermined diameter and depth by using auger drill at a predetermined interval in the vertical direction on the planned construction line Wow; Inserting and installing H beams having a predetermined size and length into an H beam installation hole drilled using an auger drill; Making a one-step break between the H beam and at the front and back; Installing a strip and a brace in the horizontal direction between the H beam and the H beam; Providing a water permeable member having a predetermined thickness over the entire surface of the grounded H-beam in the vertical direction; Providing corrugated steel sheet segments vertically formed to have a predetermined width and length between the front surface of the permeable member and the rear surface of the H beam; Repeating the trench on the bottom of the corrugated steel sheet segment, installing the permeable member, and repeatedly performing the steps of installing the corrugated steel sheet segments in the vertical direction between the front surface of the permeable member and the back of the H beam as many times as necessary. It characterized by consisting of; Thus, in the present invention, by installing the corrugated steel sheet segments integrally connected to the back of the H-beams by applying the concept of continuous beams instead of simple beams, the structural stability is high and the construction intervals of the H-beams are extended to increase the material cost (consumption) and construction cost. It can reduce the construction time and period by improving the workability, improve the waterproofing property, and the water-permeable member having a predetermined thickness and cushion on the entire surface on the vertical vertical excavation surface of the H beam. By distributing the back earth pressure evenly to ensure the stability according to the construction of the earthquake, and if necessary, in the predetermined section including the groundwater level or less instead of the water permeable member in a multi-stage on the back of the corrugated steel segment in a predetermined section. Optionally install a grout guide to cement or mole through the grout guide It is possible to drastically improve the waterproofing property by placing degrout, etc., and to install the concrete wall of the structure as a plywood wall on the temporary wall, so that the order or waterproof, etc., performed separately from the temporary underground wall construction There is no need for construction, so the construction cost can be greatly reduced by reducing construction. |
priorityDate | 2011-12-29-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 127.