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A platform for research: civil engineering, architecture and urbanism
STIRRUP REINFORCEMENT UNIT AND REINFORCEMENT ARRANGING STRUCTURE FOR FERROCONCRETE BEAM
PROBLEM TO BE SOLVED: To provide a stirrup reinforcement unit for a ferroconcrete concrete beam, having a small style of packing, being convenient for transfer/carrying-in, and capable of accurately performing positioning of a stirrup reinforcement.SOLUTION: A stirrup reinforcement unit 6 includes: plurality of stirrup reinforcements 7; and two sets of setup reinforcements 8, 9 that temporarily fixes the stirrup reinforcements 7 at fixed intervals along a beam length direction. Each stirrup reinforcement 7 is capable of rotating from a folded position 7B to a standing position. In a state in which each stirrup reinforcement 7 is fallen at the folded position, the stirrup reinforcement unit 6 is made to be in a rectangular flat style of packing that is convenient for transfer by a truck or the like and carrying-in to a construction site and does not require much space. The stirrup reinforcements 7 are held between an upper first and second setup reinforcements 8a and between a lower first and second setup reinforcements 9a, 9b, where each of the first and second setup reinforcements is mutually welded, which enables accurate positioning.SELECTED DRAWING: Figure 2
【課題】荷姿が小さく、運搬・搬入に便利であり、スターラップ筋の位置決めを正確に行える鉄筋コンクリート造梁のスターラップ筋ユニットを提供すること。【解決手段】スターラップ筋ユニット６は、複数本のスターラップ筋７と、スターラップ筋７を、梁長さ方向に沿って一定間隔に仮止めしている２組の段取り筋８、９とを有している。各スターラップ筋７は、折り畳み位置７Ｂから起立位置に回動可能である。各スターラップ筋７が折り畳み位置に倒れた状態では、スターラップ筋ユニット６は長方形の平面状の荷姿となり、トラック等による運搬、建築現場への搬入に便利であり、場所も取らない。スターラップ筋７は、相互に溶接された上下の第１、第２段取り筋８ａの間および第１、第２段取り筋９ａ、９ｂの間に挟持されており、正確に位置決めされる。【選択図】図２
STIRRUP REINFORCEMENT UNIT AND REINFORCEMENT ARRANGING STRUCTURE FOR FERROCONCRETE BEAM
PROBLEM TO BE SOLVED: To provide a stirrup reinforcement unit for a ferroconcrete concrete beam, having a small style of packing, being convenient for transfer/carrying-in, and capable of accurately performing positioning of a stirrup reinforcement.SOLUTION: A stirrup reinforcement unit 6 includes: plurality of stirrup reinforcements 7; and two sets of setup reinforcements 8, 9 that temporarily fixes the stirrup reinforcements 7 at fixed intervals along a beam length direction. Each stirrup reinforcement 7 is capable of rotating from a folded position 7B to a standing position. In a state in which each stirrup reinforcement 7 is fallen at the folded position, the stirrup reinforcement unit 6 is made to be in a rectangular flat style of packing that is convenient for transfer by a truck or the like and carrying-in to a construction site and does not require much space. The stirrup reinforcements 7 are held between an upper first and second setup reinforcements 8a and between a lower first and second setup reinforcements 9a, 9b, where each of the first and second setup reinforcements is mutually welded, which enables accurate positioning.SELECTED DRAWING: Figure 2
【課題】荷姿が小さく、運搬・搬入に便利であり、スターラップ筋の位置決めを正確に行える鉄筋コンクリート造梁のスターラップ筋ユニットを提供すること。【解決手段】スターラップ筋ユニット６は、複数本のスターラップ筋７と、スターラップ筋７を、梁長さ方向に沿って一定間隔に仮止めしている２組の段取り筋８、９とを有している。各スターラップ筋７は、折り畳み位置７Ｂから起立位置に回動可能である。各スターラップ筋７が折り畳み位置に倒れた状態では、スターラップ筋ユニット６は長方形の平面状の荷姿となり、トラック等による運搬、建築現場への搬入に便利であり、場所も取らない。スターラップ筋７は、相互に溶接された上下の第１、第２段取り筋８ａの間および第１、第２段取り筋９ａ、９ｂの間に挟持されており、正確に位置決めされる。【選択図】図２
STIRRUP REINFORCEMENT UNIT AND REINFORCEMENT ARRANGING STRUCTURE FOR FERROCONCRETE BEAM
スターラップ筋ユニットおよび鉄筋コンクリート造梁の配筋構造
HOSHINO HISAICHI (author) / HOSHINO YUSUKE (author) / HIRAOKA YOSHIKI (author) / TAKAHASHI TATSUYA (author)
2018-05-31
Patent
Electronic Resource
Japanese
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