A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
REINFORCING BAR ARRANGEMENT METHOD AND REINFORCING BAR ARRANGEMENT STRUCTURE OF REINFORCED CONCRETE FOUNDATION SLAB
PROBLEM TO BE SOLVED: To provide a reinforcing bar arrangement method in which the reinforcing bar arrangement of a reinforced concrete foundation slab can efficiently be performed by a simple work.SOLUTION: A slab reinforcement is constituted of a vertical reinforcement frame 30 and a horizontal reinforcement frame 40. The vertical reinforcement frame 30 is constituted of multiple vertical reinforcements 4 and a temporarily fixed reinforcement 31 for the vertical reinforcement for holding the vertical reinforcements 4 at regular intervals. The horizontal reinforcement frame 40 is constituted of multiple horizontal reinforcements 40 and a temporarily fixed reinforcement 41 for the horizontal reinforcement for holding the vertical reinforcements 4 at regular intervals. In the installation location of a reinforced concrete base beam slab, the vertical reinforcement frame 30 and the horizontal reinforcement frame 40 are overlapped and fixed to each other so that the vertical reinforcement 4 may be perpendicular to the horizontal reinforcement 5, and thereby the slab reinforcement is constituted.SELECTED DRAWING: Figure 1
【課題】簡単な作業により効率よく鉄筋コンクリート基礎スラブの配筋を行うことのできる配筋方法を提案すること。【解決手段】スラブ筋を縦筋枠３０と横筋枠４０から構成する。縦筋枠３０を複数本の縦筋４と、これらの縦筋４を一定間隔で保持している縦筋用仮止め筋３１から構成する。横筋枠４０を複数本の横筋４０と、これらの縦筋４を一定の間隔に保持している横筋用仮止め筋４１から構成する。鉄筋コンクリート基礎梁スラブの設置場所において、縦筋４および横筋５が直交するように、縦筋枠３０と横筋枠４０を相互に重ね合わせて固定して、スラブ筋を構成する。【選択図】図１
REINFORCING BAR ARRANGEMENT METHOD AND REINFORCING BAR ARRANGEMENT STRUCTURE OF REINFORCED CONCRETE FOUNDATION SLAB
PROBLEM TO BE SOLVED: To provide a reinforcing bar arrangement method in which the reinforcing bar arrangement of a reinforced concrete foundation slab can efficiently be performed by a simple work.SOLUTION: A slab reinforcement is constituted of a vertical reinforcement frame 30 and a horizontal reinforcement frame 40. The vertical reinforcement frame 30 is constituted of multiple vertical reinforcements 4 and a temporarily fixed reinforcement 31 for the vertical reinforcement for holding the vertical reinforcements 4 at regular intervals. The horizontal reinforcement frame 40 is constituted of multiple horizontal reinforcements 40 and a temporarily fixed reinforcement 41 for the horizontal reinforcement for holding the vertical reinforcements 4 at regular intervals. In the installation location of a reinforced concrete base beam slab, the vertical reinforcement frame 30 and the horizontal reinforcement frame 40 are overlapped and fixed to each other so that the vertical reinforcement 4 may be perpendicular to the horizontal reinforcement 5, and thereby the slab reinforcement is constituted.SELECTED DRAWING: Figure 1
【課題】簡単な作業により効率よく鉄筋コンクリート基礎スラブの配筋を行うことのできる配筋方法を提案すること。【解決手段】スラブ筋を縦筋枠３０と横筋枠４０から構成する。縦筋枠３０を複数本の縦筋４と、これらの縦筋４を一定間隔で保持している縦筋用仮止め筋３１から構成する。横筋枠４０を複数本の横筋４０と、これらの縦筋４を一定の間隔に保持している横筋用仮止め筋４１から構成する。鉄筋コンクリート基礎梁スラブの設置場所において、縦筋４および横筋５が直交するように、縦筋枠３０と横筋枠４０を相互に重ね合わせて固定して、スラブ筋を構成する。【選択図】図１
REINFORCING BAR ARRANGEMENT METHOD AND REINFORCING BAR ARRANGEMENT STRUCTURE OF REINFORCED CONCRETE FOUNDATION SLAB
鉄筋コンクリート基礎スラブの配筋方法および配筋構造
MATSUZAKI YASUHIRO (author)
2017-04-27
Patent
Electronic Resource
Japanese
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