Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
FORM FOR REINFORCED-CONCRETE STRUCTURE, AND CONSTRUCTION METHOD FOR REINFORCED-CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a form for reinforced-concrete structure and construction method for reinforced-concrete structure which enable easy transportation and easy construction.SOLUTION: A separator 30 is arranged between a first thermal insulation member 10 and a second thermal insulation member 20. On the separator 30, a first reinforcing bar arrangement concavity 34A and a second reinforcing bar arrangement concavity 34B are formed as one pair, where the interval between the concavities is within a range of 25 mm or more and 35 mm or less. A reinforcing bar M1 in the horizontal direction is arranged on the first reinforcing bar arrangement concavity 34A or the second reinforcing bar arrangement concavity 34B, depending on the separator 30's position in the height direction. A reinforcing bar in the vertical direction is inserted and arranged between the reinforcing bar M1 in the horizontal direction arranged on the first reinforcing bar arrangement concavity 34A and the reinforcing bar M1 in the horizontal direction arranged on the second reinforcing bar arrangement concavity 34B.
【課題】簡単に搬送でき、かつ、簡単に施工することができる鉄筋コンクリート構造物用型枠及び鉄筋コンクリート構造物の構築方法を提供する。【解決手段】第１断熱部材１０と第２断熱部材２０との間にセパレータ３０が配設されている。セパレータ３０には、第１鉄筋配設凹部３４Ａと第２鉄筋配設凹部３４Ｂとが１つの組として形成されており、その間隔は２５ｍｍ以上３５ｍｍ以下の範囲内である。セパレータ３０の高さ方向の位置に応じて、水平方向の鉄筋Ｍ１を第１鉄筋配設凹部３４Ａ又は第２鉄筋配設凹部３４Ｂに配設し、第１鉄筋配設凹部３４Ａに配設した水平方向の鉄筋Ｍ１と、第２鉄筋配設凹部３４Ｂに配設した水平方向の鉄筋Ｍ１との間に、垂直方向の鉄筋を挿入して配設する。【選択図】図１
FORM FOR REINFORCED-CONCRETE STRUCTURE, AND CONSTRUCTION METHOD FOR REINFORCED-CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a form for reinforced-concrete structure and construction method for reinforced-concrete structure which enable easy transportation and easy construction.SOLUTION: A separator 30 is arranged between a first thermal insulation member 10 and a second thermal insulation member 20. On the separator 30, a first reinforcing bar arrangement concavity 34A and a second reinforcing bar arrangement concavity 34B are formed as one pair, where the interval between the concavities is within a range of 25 mm or more and 35 mm or less. A reinforcing bar M1 in the horizontal direction is arranged on the first reinforcing bar arrangement concavity 34A or the second reinforcing bar arrangement concavity 34B, depending on the separator 30's position in the height direction. A reinforcing bar in the vertical direction is inserted and arranged between the reinforcing bar M1 in the horizontal direction arranged on the first reinforcing bar arrangement concavity 34A and the reinforcing bar M1 in the horizontal direction arranged on the second reinforcing bar arrangement concavity 34B.
【課題】簡単に搬送でき、かつ、簡単に施工することができる鉄筋コンクリート構造物用型枠及び鉄筋コンクリート構造物の構築方法を提供する。【解決手段】第１断熱部材１０と第２断熱部材２０との間にセパレータ３０が配設されている。セパレータ３０には、第１鉄筋配設凹部３４Ａと第２鉄筋配設凹部３４Ｂとが１つの組として形成されており、その間隔は２５ｍｍ以上３５ｍｍ以下の範囲内である。セパレータ３０の高さ方向の位置に応じて、水平方向の鉄筋Ｍ１を第１鉄筋配設凹部３４Ａ又は第２鉄筋配設凹部３４Ｂに配設し、第１鉄筋配設凹部３４Ａに配設した水平方向の鉄筋Ｍ１と、第２鉄筋配設凹部３４Ｂに配設した水平方向の鉄筋Ｍ１との間に、垂直方向の鉄筋を挿入して配設する。【選択図】図１
FORM FOR REINFORCED-CONCRETE STRUCTURE, AND CONSTRUCTION METHOD FOR REINFORCED-CONCRETE STRUCTURE
鉄筋コンクリート構造物用型枠及び鉄筋コンクリート構造物の構築方法
KURAHASHI JUNZO (Autor:in) / KOIZUMI NORICHIYO (Autor:in) / MINAMI KANICHI (Autor:in)
02.07.2015
Patent
Elektronische Ressource
Japanisch
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