Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
JOINT STRUCTURE FOR SHEAR REINFORCEMENT STEEL MEMBER OF STEEL CONCRETE COMPOSITE STRUCTURE AND JOINT METHOD FOR SHEAR REINFORCEMENT MEMBER OF STEEL CONCRETE COMPOSITION STRUCTURE
PROBLEM TO BE SOLVED: To provide a joint structure for a shear reinforcement steel member of a steel concrete composite structure and a joint method for the shear reinforcement steel member of the steel concrete composite structure capable of easily joining the shear reinforcement steel members of the steel concrete composite structure together.SOLUTION: In a steel concrete composite structure, a first opposite plate part 334 and a second opposite plate part 425 are integrally buried in a joint concrete part 51, wherein a first shear reinforcement steel member 33 and a second shear reinforcement member 42, both of which are plate-like shapes and are respectively able to bear shear force, comprise the first opposite plate part 334 in the plate-like shape arranged approximate (partially) to an end of the first shear reinforcement steel member 33 and the second opposite plate part 425 in the plate-like shape arranged approximate (partially) to an end of the second shear reinforcement steel member 42, both of which are installed to respectively face both of plate faces each other.SELECTED DRAWING: Figure 5
【課題】鋼コンクリート複合構造のせん断補強鋼材どうしを容易に接合することができる鋼コンクリート複合構造のせん断補強鋼材の接合構造および鋼コンクリート複合構造のせん断補強鋼材の接合方法を提供する。【解決手段】鋼コンクリート複合構造においてそれぞれせん断力を負担可能な板状の第１せん断補強鋼材３３と第２せん断補強鋼材４２とが、第１せん断補強鋼材３３の端部近傍（一部）に設けられた板状の第１対向板部３３４と第２せん断補強鋼材４２の端部近傍（一部）に設けられた板状の第２対向板部４２５とが互いの板面が対向するように配置され、かつ第１対向板部３３４および第２対向板部４２５が接合コンクリート部５１に一体に埋設されている。【選択図】図５
JOINT STRUCTURE FOR SHEAR REINFORCEMENT STEEL MEMBER OF STEEL CONCRETE COMPOSITE STRUCTURE AND JOINT METHOD FOR SHEAR REINFORCEMENT MEMBER OF STEEL CONCRETE COMPOSITION STRUCTURE
PROBLEM TO BE SOLVED: To provide a joint structure for a shear reinforcement steel member of a steel concrete composite structure and a joint method for the shear reinforcement steel member of the steel concrete composite structure capable of easily joining the shear reinforcement steel members of the steel concrete composite structure together.SOLUTION: In a steel concrete composite structure, a first opposite plate part 334 and a second opposite plate part 425 are integrally buried in a joint concrete part 51, wherein a first shear reinforcement steel member 33 and a second shear reinforcement member 42, both of which are plate-like shapes and are respectively able to bear shear force, comprise the first opposite plate part 334 in the plate-like shape arranged approximate (partially) to an end of the first shear reinforcement steel member 33 and the second opposite plate part 425 in the plate-like shape arranged approximate (partially) to an end of the second shear reinforcement steel member 42, both of which are installed to respectively face both of plate faces each other.SELECTED DRAWING: Figure 5
【課題】鋼コンクリート複合構造のせん断補強鋼材どうしを容易に接合することができる鋼コンクリート複合構造のせん断補強鋼材の接合構造および鋼コンクリート複合構造のせん断補強鋼材の接合方法を提供する。【解決手段】鋼コンクリート複合構造においてそれぞれせん断力を負担可能な板状の第１せん断補強鋼材３３と第２せん断補強鋼材４２とが、第１せん断補強鋼材３３の端部近傍（一部）に設けられた板状の第１対向板部３３４と第２せん断補強鋼材４２の端部近傍（一部）に設けられた板状の第２対向板部４２５とが互いの板面が対向するように配置され、かつ第１対向板部３３４および第２対向板部４２５が接合コンクリート部５１に一体に埋設されている。【選択図】図５
JOINT STRUCTURE FOR SHEAR REINFORCEMENT STEEL MEMBER OF STEEL CONCRETE COMPOSITE STRUCTURE AND JOINT METHOD FOR SHEAR REINFORCEMENT MEMBER OF STEEL CONCRETE COMPOSITION STRUCTURE
鋼コンクリート複合構造のせん断補強鋼材の接合構造および鋼コンクリート複合構造のせん断補強鋼材の接合方法
TSUCHIYA MASANORI (Autor:in) / ARAKI NAOYUKI (Autor:in) / SAITO HIROSHI (Autor:in) / YOSHIMURA YURI (Autor:in) / OKI TOMOAKI (Autor:in) / YOSHITAKE KENJI (Autor:in) / TANAKA HIROKAZU (Autor:in) / HAYASHI DAISUKE (Autor:in) / NAKATANI IKUO (Autor:in) / KOYAMA NAOTO (Autor:in)
13.09.2018
Patent
Elektronische Ressource
Japanisch
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