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COLUMN JOINT STRUCTURE AND COLUMN JOINT METHOD
To provide a column joint structure and a column joint method capable of eliminating an outer protrusion while securing accuracy of a joint position and a tilt of columns to be jointed.SOLUTION: A column joint method comprises the steps of: lifting down an upper column 30 from an upper side of a lower column 10 close to the lower column; inserting a cylindrical core member 41 from a lower end opening of the upper column 30 to the upper column 30; advancing a clamping member to abut the core member 41; and adjusting a lateral position and a tilt of the upper column 30 in relation to the lower column 10, using: the lower column 10; a lower end of the upper column 30 in a tube shape jointed to an upper end (an upper surface of a diaphragm 14) of the lower column 10; a core member 41 in a circular column shape, which is fixed on an upper end of the lower column 10, insertable from a lower end opening of the upper column 30 to the upper column; and clamping members (bolts 44) arranged at a predetermined height position of the upper column 30, being capable of advancing to an inner side of the upper column 30, respectively.SELECTED DRAWING: Figure 1
【課題】接続される柱の接続位置および傾きの精度を確保しつつ外側に張り出す部分を解消できる柱接続構造および柱接続方法を提供する。【解決手段】下側柱10と、下端が下側柱10の上端(ダイヤフラム14の上面)に接続される管状の上側柱30と、下側柱10の上端に固定されて上側柱30の下端開口から挿入可能な円柱状の芯部材41と、上側柱30の所定高さ位置に複数設置されて各々上側柱30の内側へ進出可能な挟持部材(ボルト44)と、を用い、下側柱10の上方から上側柱30を接近させ、芯部材41を上側柱30の下端開口から上側柱30に挿入し、挟持部材を進出させて芯部材41に当接させ、下側柱10に対する上側柱30の水平位置および傾きを調整する。【選択図】図1
COLUMN JOINT STRUCTURE AND COLUMN JOINT METHOD
To provide a column joint structure and a column joint method capable of eliminating an outer protrusion while securing accuracy of a joint position and a tilt of columns to be jointed.SOLUTION: A column joint method comprises the steps of: lifting down an upper column 30 from an upper side of a lower column 10 close to the lower column; inserting a cylindrical core member 41 from a lower end opening of the upper column 30 to the upper column 30; advancing a clamping member to abut the core member 41; and adjusting a lateral position and a tilt of the upper column 30 in relation to the lower column 10, using: the lower column 10; a lower end of the upper column 30 in a tube shape jointed to an upper end (an upper surface of a diaphragm 14) of the lower column 10; a core member 41 in a circular column shape, which is fixed on an upper end of the lower column 10, insertable from a lower end opening of the upper column 30 to the upper column; and clamping members (bolts 44) arranged at a predetermined height position of the upper column 30, being capable of advancing to an inner side of the upper column 30, respectively.SELECTED DRAWING: Figure 1
【課題】接続される柱の接続位置および傾きの精度を確保しつつ外側に張り出す部分を解消できる柱接続構造および柱接続方法を提供する。【解決手段】下側柱10と、下端が下側柱10の上端(ダイヤフラム14の上面)に接続される管状の上側柱30と、下側柱10の上端に固定されて上側柱30の下端開口から挿入可能な円柱状の芯部材41と、上側柱30の所定高さ位置に複数設置されて各々上側柱30の内側へ進出可能な挟持部材(ボルト44)と、を用い、下側柱10の上方から上側柱30を接近させ、芯部材41を上側柱30の下端開口から上側柱30に挿入し、挟持部材を進出させて芯部材41に当接させ、下側柱10に対する上側柱30の水平位置および傾きを調整する。【選択図】図1
COLUMN JOINT STRUCTURE AND COLUMN JOINT METHOD
柱接続構造および柱接続方法
WAKITA NAOYA (Autor:in) / MINODA YUZO (Autor:in)
07.05.2020
Patent
Elektronische Ressource
Japanisch
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