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CONSTRUCTION METHOD FOR COLUMN-BEAM FRAME
PROBLEM TO BE SOLVED: To provide a construction method for a column-beam frame, which facilitates adaptation to diverse frame types and execution methods.SOLUTION: A construction method for a column-beam frame 10 includes the steps of: erecting a first PCa column 14 in which a first longitudinal joint member is embedded; erecting a second PCa column 16, having a joint part 17 in which a first lateral through-hole is formed, next to the first column 14; moving a joint part 19 with a formed first longitudinal through-hole 44 and a first PCa beam 18 having beam reinforcements 36 and 46 protruded from both ends, and joining the beam reinforcement 46 in such a manner as to make it pass through a first through-hole 40 of the second column 16; moving a second PCa beam 20 having first lateral joint members 32 laterally embedded at both ends, and inserting and joining the beam reinforcement 46 of the first beam 18 into the first lateral joint member 32; and moving an upper-story column 14U with a protruded connection reinforcement 42U downward, and joining it to the first longitudinal joint member 30 of the first column 14 by making it pass through the first longitudinal through-hole of the first beam 14.
【課題】多様な架構形式や施工方法への対応が容易な柱梁架構の構築方法を提供する。【解決手段】柱梁架構１０の構築方法は、第１縦継手部材が埋め込まれたＰＣａ製の第１柱１４を建て込む工程と、第１横貫通孔が形成された仕口部１７を有するＰＣａ製の第２柱１６を、第１柱１４の隣に建て込む工程と、第１縦貫通孔４４が形成された仕口部１９と、両端部から梁鉄筋３６、４６が突出されたＰＣａ製の第１梁１８を移動させ、梁鉄筋４６を、第２柱１６の第１貫通孔４０を貫通させて接合する工程と、両端部に横方向へ第１横継手部材３２が埋め込まれたＰＣａ製の第２梁２０を移動させ、第１横継手部材３２へ第１梁１４の梁鉄筋４６を挿入させて接合する工程と、接続鉄筋４２Ｕを突出させた上階の柱１４Ｕを下方へ移動させ、第１梁１４の第１縦貫通孔を貫通させて第１柱１４の第１縦継手部材３０と接合する工程と、を有している。【選択図】図１
CONSTRUCTION METHOD FOR COLUMN-BEAM FRAME
PROBLEM TO BE SOLVED: To provide a construction method for a column-beam frame, which facilitates adaptation to diverse frame types and execution methods.SOLUTION: A construction method for a column-beam frame 10 includes the steps of: erecting a first PCa column 14 in which a first longitudinal joint member is embedded; erecting a second PCa column 16, having a joint part 17 in which a first lateral through-hole is formed, next to the first column 14; moving a joint part 19 with a formed first longitudinal through-hole 44 and a first PCa beam 18 having beam reinforcements 36 and 46 protruded from both ends, and joining the beam reinforcement 46 in such a manner as to make it pass through a first through-hole 40 of the second column 16; moving a second PCa beam 20 having first lateral joint members 32 laterally embedded at both ends, and inserting and joining the beam reinforcement 46 of the first beam 18 into the first lateral joint member 32; and moving an upper-story column 14U with a protruded connection reinforcement 42U downward, and joining it to the first longitudinal joint member 30 of the first column 14 by making it pass through the first longitudinal through-hole of the first beam 14.
【課題】多様な架構形式や施工方法への対応が容易な柱梁架構の構築方法を提供する。【解決手段】柱梁架構１０の構築方法は、第１縦継手部材が埋め込まれたＰＣａ製の第１柱１４を建て込む工程と、第１横貫通孔が形成された仕口部１７を有するＰＣａ製の第２柱１６を、第１柱１４の隣に建て込む工程と、第１縦貫通孔４４が形成された仕口部１９と、両端部から梁鉄筋３６、４６が突出されたＰＣａ製の第１梁１８を移動させ、梁鉄筋４６を、第２柱１６の第１貫通孔４０を貫通させて接合する工程と、両端部に横方向へ第１横継手部材３２が埋め込まれたＰＣａ製の第２梁２０を移動させ、第１横継手部材３２へ第１梁１４の梁鉄筋４６を挿入させて接合する工程と、接続鉄筋４２Ｕを突出させた上階の柱１４Ｕを下方へ移動させ、第１梁１４の第１縦貫通孔を貫通させて第１柱１４の第１縦継手部材３０と接合する工程と、を有している。【選択図】図１
CONSTRUCTION METHOD FOR COLUMN-BEAM FRAME
柱梁架構の構築方法
SATO KUNIHIRO (author) / OGURA KIYOSHI (author) / SATO SHUNSUKE (author)
2015-07-16
Patent
Electronic Resource
Japanese
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