Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
COLUMN-BEAM STRUCTURE
PROBLEM TO BE SOLVED: To provide a column-beam structure without a protrusion from an anchorage body.SOLUTION: A column-beam structure includes anchorage bodies 240 and 250 having bearing plates 242 and 252 and sheaths 222 and 232 extending into beams 220 and 230 from the anchorage bodies 240 and 250, in correspondence with each of the beams 220 and 230. The sheath 222 extending into one of the beams (e.g., the beam 220) is disposed at a location passing through a rear surface of the bearing plate 252 of the opposite-side anchorage body 250 to which the sheath 232 extending into the other of the beams (e.g., the beam 230) is connected. A lattice reinforcement 217 is arranged in the vicinity of the sheaths 222 and 232 on the side of the opposite-side anchorage bodies 250 and 240 to which the sheaths 222 and 232 are connected, and the anchorage bodies 240 and 250 are embedded in a reinforced concrete column 210 without forming a protrusion on the reinforced concrete column 210.SELECTED DRAWING: Figure 5
【課題】定着体突起を無くした柱・梁構造を提供する。【解決手段】支圧板２４２，２５２を備えた定着体２４０，２５０と定着体２４０，２５０から梁２２０，２３０内に延びるシース２２２，２３２とが２本の梁２２０，２３０それぞれに対応して備えられて、一方の梁（例えば梁２２０）内に延びるシース２２２が、他方の梁（例えば梁２３０）内に延びるシース２３２が繋がる相手側定着体２５０の支圧板２５２の背面を通る位置に配設され、シース２２２，２３２の、相手側定着体２５０，２４０側に、シース２２２，２３２に近接配列された格子鉄筋２１７を備え、定着体２４０，２５０が鉄筋コンクリート柱２１０に突出部を形成することなく、鉄筋コンクリート柱２１０に埋め込まれている。【選択図】図５
COLUMN-BEAM STRUCTURE
PROBLEM TO BE SOLVED: To provide a column-beam structure without a protrusion from an anchorage body.SOLUTION: A column-beam structure includes anchorage bodies 240 and 250 having bearing plates 242 and 252 and sheaths 222 and 232 extending into beams 220 and 230 from the anchorage bodies 240 and 250, in correspondence with each of the beams 220 and 230. The sheath 222 extending into one of the beams (e.g., the beam 220) is disposed at a location passing through a rear surface of the bearing plate 252 of the opposite-side anchorage body 250 to which the sheath 232 extending into the other of the beams (e.g., the beam 230) is connected. A lattice reinforcement 217 is arranged in the vicinity of the sheaths 222 and 232 on the side of the opposite-side anchorage bodies 250 and 240 to which the sheaths 222 and 232 are connected, and the anchorage bodies 240 and 250 are embedded in a reinforced concrete column 210 without forming a protrusion on the reinforced concrete column 210.SELECTED DRAWING: Figure 5
【課題】定着体突起を無くした柱・梁構造を提供する。【解決手段】支圧板２４２，２５２を備えた定着体２４０，２５０と定着体２４０，２５０から梁２２０，２３０内に延びるシース２２２，２３２とが２本の梁２２０，２３０それぞれに対応して備えられて、一方の梁（例えば梁２２０）内に延びるシース２２２が、他方の梁（例えば梁２３０）内に延びるシース２３２が繋がる相手側定着体２５０の支圧板２５２の背面を通る位置に配設され、シース２２２，２３２の、相手側定着体２５０，２４０側に、シース２２２，２３２に近接配列された格子鉄筋２１７を備え、定着体２４０，２５０が鉄筋コンクリート柱２１０に突出部を形成することなく、鉄筋コンクリート柱２１０に埋め込まれている。【選択図】図５
COLUMN-BEAM STRUCTURE
柱・梁構造
FUKUI TAKESHI (Autor:in) / WATANABE KAZUHIRO (Autor:in) / HAMADA KIMIYA (Autor:in)
08.02.2016
Patent
Elektronische Ressource
Japanisch