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POLE ORIGINAL POSITION RECONSTRUCTION STRUCTURE, AND POLE ORIGINAL POSITION RECONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To provide a pole original position reconstruction structure capable of shortening a construction period and securing sufficient rigidity, and a pole original position reconstruction method.SOLUTION: A pole original position reconstruction structure in which a pole is reconstructed at an original position of an existing pole comprises: a base part 3A of the existing pole of which the upper part is cut; multiple steel pipe divided bodies 4 which are installed around the base part 3A of the existing pole and fastened with each other by a first fastening member; mortar 9 filling gaps between the base part 3A of the existing pole and the multiple steel pipe divided bodies 4; and a steel pipe pole 10 which is fastened to the upper parts of the multiple steel pipe divided bodies 4 by a second fastening member 10B. Any one steel pipe divided body 4 among the multiple steel pipe divided bodies 4 includes a bracket 4A for fitting a temporary receiving member that temporarily supports a structure supported by the existing pole 3 during reconstruction.SELECTED DRAWING: Figure 1
【課題】施工期間が短くて済み、かつ十分な剛性を確保することのできる、柱の元位置建替え構造、及び柱の元位置建替え方法を提供すること。【解決手段】既存の柱の元位置に柱が建て替えられた柱の元位置建替え構造は、上部が切断された既存の柱の基部3Aと、既存の柱の基部3Aの回りを囲むように設置され、互いに第1の締結部材によって締結された複数の鋼管分割体4と、既存の柱の基部3Aと複数の鋼管分割体4の隙間に充填されたモルタル9と、複数の鋼管分割体4の上部に第2の締結部材10Bによって締結される鋼管柱10と、を備え、複数の鋼管分割体4のいずれかの鋼管分割体4には、既存の柱3が支持していた構造体を、建替え中に仮支持する仮受け部材を取り付けるブラケット4Aが設けられている。【選択図】図1
POLE ORIGINAL POSITION RECONSTRUCTION STRUCTURE, AND POLE ORIGINAL POSITION RECONSTRUCTION METHOD
PROBLEM TO BE SOLVED: To provide a pole original position reconstruction structure capable of shortening a construction period and securing sufficient rigidity, and a pole original position reconstruction method.SOLUTION: A pole original position reconstruction structure in which a pole is reconstructed at an original position of an existing pole comprises: a base part 3A of the existing pole of which the upper part is cut; multiple steel pipe divided bodies 4 which are installed around the base part 3A of the existing pole and fastened with each other by a first fastening member; mortar 9 filling gaps between the base part 3A of the existing pole and the multiple steel pipe divided bodies 4; and a steel pipe pole 10 which is fastened to the upper parts of the multiple steel pipe divided bodies 4 by a second fastening member 10B. Any one steel pipe divided body 4 among the multiple steel pipe divided bodies 4 includes a bracket 4A for fitting a temporary receiving member that temporarily supports a structure supported by the existing pole 3 during reconstruction.SELECTED DRAWING: Figure 1
【課題】施工期間が短くて済み、かつ十分な剛性を確保することのできる、柱の元位置建替え構造、及び柱の元位置建替え方法を提供すること。【解決手段】既存の柱の元位置に柱が建て替えられた柱の元位置建替え構造は、上部が切断された既存の柱の基部3Aと、既存の柱の基部3Aの回りを囲むように設置され、互いに第1の締結部材によって締結された複数の鋼管分割体4と、既存の柱の基部3Aと複数の鋼管分割体4の隙間に充填されたモルタル9と、複数の鋼管分割体4の上部に第2の締結部材10Bによって締結される鋼管柱10と、を備え、複数の鋼管分割体4のいずれかの鋼管分割体4には、既存の柱3が支持していた構造体を、建替え中に仮支持する仮受け部材を取り付けるブラケット4Aが設けられている。【選択図】図1
POLE ORIGINAL POSITION RECONSTRUCTION STRUCTURE, AND POLE ORIGINAL POSITION RECONSTRUCTION METHOD
柱の元位置建替え構造、及び柱の元位置建替え方法
TOMINAGA NORIYOSHI (author) / SATO NAOKI (author)
2018-10-04
Patent
Electronic Resource
Japanese
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