Reinforcing bar and new reinforcing bar is connected and connected in this way, each new reinforcing bar is connected to each of the bars of the slab. When the new reinforcing bar is placed on the side, that is, when the worker builds a new reinforcing bar directly or by using a crane and places it on the upper side of the coupler and then rotates the coupler, the end of the new reinforcing bar is inserted into the coupler and the slab is fastened. Here, in order to construct the pillar, the new reinforcing bars must be connected to each other in each of the rebars protruding from the upper surface of the slab, that is, the coupler is coupled to the end of each of the reinforcing bars located on the upper surface of the slab, and then the upper side of each coupler. E04C5/0627- Three-dimensional reinforcements composed of a prefabricated reinforcing mat combined with reinforcing elements protruding out of the plane of the mat.of essentially three-dimensional extent, e.g. with non-structural coatings of high bending resistance, i.e. E04C5/06- Reinforcing elements of metal, e.g.E04C5/01- Reinforcing elements of metal, e.g.E04C- STRUCTURAL ELEMENTS BUILDING MATERIALS.238000006011 modification reaction Methods 0.000 description 1.241000282472 Canis lupus familiaris Species 0.000 description 1.
239000011150 reinforced concrete Substances 0.000 description 2.229910001294 Reinforcing steel Inorganic materials 0.000 description 7.230000002093 peripheral Effects 0.000 claims abstract description 6.238000005859 coupling reaction Methods 0.000 claims abstract description 23.238000010168 coupling process Methods 0.000 claims abstract description 23.230000001808 coupling Effects 0.000 claims abstract description 23.238000009417 prefabrication Methods 0.000 title abstract description 5.Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.) Filing date Publication date Priority to KR20140059541A priority Critical patent/KR101457114B1/en Priority to KR10-2014-0059541 priority Application filed by 주식회사 정우비엔씨 filed Critical 주식회사 정우비엔씨 Publication of WO2015178584A1 publication Critical patent/WO2015178584A1/en Links Inventor 이정우 Original Assignee 주식회사 정우비엔씨 Priority date (The priority date is an assumption and is not a legal conclusion. Google Patents WO2015178584A1 - Prefabrication method for rebar net WO2015178584A1 - Prefabrication method for rebar net
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