A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
JUNCTION METHOD FOR CONCRETE MEMBER AND JUNCTION STRUCTURE FOR CONCRETE MEMBER
PROBLEM TO BE SOLVED: To provide a junction method for a concrete member and a junction structure for a concrete member that allow a height level of a concrete member to be adjusted accurately and appropriately, and are applicable to a construction work of an ultrashort construction period.SOLUTION: A positioning nut 10 is disposed at a prescribed position, by screwing on a reinforcing bar 2 of a lower concrete member 1. Interposed plates 12, 13, 14 of a prescribed thickness are disposed on the positioning nut 10. An upper concrete member 3 is installed while being supported by the positioning nut 10, with the interposed plates 12, 13, 14 interposed between the upper concrete member and the positioning nut 10.SELECTED DRAWING: Figure 7
【課題】精度よく好適にコンクリート部材の高さレベルを調整でき、超短工期施工への対応を可能にするコンクリート部材の接合方法及びコンクリート部材の接合構造を提供する。【解決手段】下方のコンクリート部材１の鉄筋２に螺合して位置決めナット１０を所定位置に配設する。位置決めナット１０上に所定厚さの介装プレート１２、１３、１４を配設する。位置決めナット１０との間に挟み込んで介装プレート１２、１３、１４を介装しつつ、位置決めナット１０で支持させて上方のコンクリート部材３を設置する。【選択図】図７
JUNCTION METHOD FOR CONCRETE MEMBER AND JUNCTION STRUCTURE FOR CONCRETE MEMBER
PROBLEM TO BE SOLVED: To provide a junction method for a concrete member and a junction structure for a concrete member that allow a height level of a concrete member to be adjusted accurately and appropriately, and are applicable to a construction work of an ultrashort construction period.SOLUTION: A positioning nut 10 is disposed at a prescribed position, by screwing on a reinforcing bar 2 of a lower concrete member 1. Interposed plates 12, 13, 14 of a prescribed thickness are disposed on the positioning nut 10. An upper concrete member 3 is installed while being supported by the positioning nut 10, with the interposed plates 12, 13, 14 interposed between the upper concrete member and the positioning nut 10.SELECTED DRAWING: Figure 7
【課題】精度よく好適にコンクリート部材の高さレベルを調整でき、超短工期施工への対応を可能にするコンクリート部材の接合方法及びコンクリート部材の接合構造を提供する。【解決手段】下方のコンクリート部材１の鉄筋２に螺合して位置決めナット１０を所定位置に配設する。位置決めナット１０上に所定厚さの介装プレート１２、１３、１４を配設する。位置決めナット１０との間に挟み込んで介装プレート１２、１３、１４を介装しつつ、位置決めナット１０で支持させて上方のコンクリート部材３を設置する。【選択図】図７
JUNCTION METHOD FOR CONCRETE MEMBER AND JUNCTION STRUCTURE FOR CONCRETE MEMBER
コンクリート部材の接合方法及びコンクリート部材の接合構造
NAGASHIMA KIYOSHI (author) / EGUCHI AKIHIKO (author) / KODA SHINJI (author) / YOKOYAMA KAZUTOMO (author)
2016-04-21
Patent
Electronic Resource
Japanese
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