A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
CONNECTION MEMBER FOR CONNECTING REINFORCEMENT MEMBERS AND REINFORCED CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a connection member that resists against pulling out of a beam main reinforcement in a junction between a column and a beam and enables a stress to be transmitted from the beam to the column.SOLUTION: A connection member 1A connects beam main reinforcements 121 that are inserted to a junction 130 between a column 110 and a beam 120. The connection member has a pair of connection units 2A (2B) that are combined in vertical direction. The connection units 2A (2B) include multiple resistance sections 4, which resist against pulling out of the beam main reinforcements 121 by being combined, and a stress transmission part 3 at which stress applied on the beam main reinforcements 121 is transmitted through the resistance sections 4. The stress transmission part 3 includes multiple connection passages 3b that are connected with the resistance sections 4. Each connection passage 3b is the connection member 1A disposed on each beam main reinforcement 121 on a straight line viewed from vertical direction.SELECTED DRAWING: Figure 1
【課題】柱と梁との接合部における梁主筋の引き抜きに抵抗し、梁から柱への応力伝達を可能にする連結部材を提供する。【解決手段】柱１１０と梁１２０との接合部１３０に対して挿入される各梁主筋１２１を連結する連結部材１Ａであって、鉛直方向に組み合わされる一対の連結ユニット２Ａ（２Ｂ）を有し、各連結ユニット２Ａ（２Ｂ）は、組み合わされることにより各梁主筋１２１の引き抜きに抵抗する複数の抵抗部４と、各梁主筋１２１に作用する応力が各抵抗部４を介して伝達される応力伝達部３とを含み、応力伝達部３は、各抵抗部４に接続される複数の接続路３ｂを含み、各接続路３ｂは各梁主筋１２１に対して鉛直方向から見て直線上に配置される連結部材１Ａである。【選択図】図１
CONNECTION MEMBER FOR CONNECTING REINFORCEMENT MEMBERS AND REINFORCED CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a connection member that resists against pulling out of a beam main reinforcement in a junction between a column and a beam and enables a stress to be transmitted from the beam to the column.SOLUTION: A connection member 1A connects beam main reinforcements 121 that are inserted to a junction 130 between a column 110 and a beam 120. The connection member has a pair of connection units 2A (2B) that are combined in vertical direction. The connection units 2A (2B) include multiple resistance sections 4, which resist against pulling out of the beam main reinforcements 121 by being combined, and a stress transmission part 3 at which stress applied on the beam main reinforcements 121 is transmitted through the resistance sections 4. The stress transmission part 3 includes multiple connection passages 3b that are connected with the resistance sections 4. Each connection passage 3b is the connection member 1A disposed on each beam main reinforcement 121 on a straight line viewed from vertical direction.SELECTED DRAWING: Figure 1
【課題】柱と梁との接合部における梁主筋の引き抜きに抵抗し、梁から柱への応力伝達を可能にする連結部材を提供する。【解決手段】柱１１０と梁１２０との接合部１３０に対して挿入される各梁主筋１２１を連結する連結部材１Ａであって、鉛直方向に組み合わされる一対の連結ユニット２Ａ（２Ｂ）を有し、各連結ユニット２Ａ（２Ｂ）は、組み合わされることにより各梁主筋１２１の引き抜きに抵抗する複数の抵抗部４と、各梁主筋１２１に作用する応力が各抵抗部４を介して伝達される応力伝達部３とを含み、応力伝達部３は、各抵抗部４に接続される複数の接続路３ｂを含み、各接続路３ｂは各梁主筋１２１に対して鉛直方向から見て直線上に配置される連結部材１Ａである。【選択図】図１
CONNECTION MEMBER FOR CONNECTING REINFORCEMENT MEMBERS AND REINFORCED CONCRETE STRUCTURE
鉄筋部材を連結する連結部材および鉄筋コンクリート構造物
SAEKI EIICHIRO (author) / NAGATA MAKOTO (author) / KITADA YUKIO (author) / SHIBUTA KEIICHIRO (author)
2017-10-12
Patent
Electronic Resource
Japanese
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