Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
STRUCTURE AND METHOD FOR ASEISMIC REINFORCEMENT OF EXISTING BUILDING
PROBLEM TO BE SOLVED: To provide a structure and a method for aseismic reinforcement of an existing building that enhances aseismic performance without closing an opening.SOLUTION: An aseismic reinforcement structure for an existing building 11 includes a steel member 25 disposed along a plurality of beams 13 of the existing building 11, a reinforcing bar 26M disposed along a wing wall 14s of the existing building 11, the reinforcing bar being connected to the steel member 25, and a concrete body 27 containing the steel member 25 and the reinforcing bar 26 and disposed along the beam 13 and the wing wall 14s. A length of a first reinforcing part 22 is longer than a length of a second reinforcing part 23, the first reinforcing part comprising the steel member 25 and the concrete body 27 disposed along the beam 13, and the second reinforcing part comprising the reinforcing bar 26M and the concrete body 27 disposed along the wing wall 14s, in a thickness direction of a wall part.SELECTED DRAWING: Figure 2
【課題】開口部を塞ぐことなく耐震性能を高めることができる既設建物の耐震補強構造及び既設建物の耐震補強方法を提供する。【解決手段】既設建物１１の耐震補強構造は、既設建物１１の複数の梁１３に沿って配置された鋼材２５と、鋼材２５に連結された状態で既設建物１１の袖壁１４ｓに沿って配置された鉄筋２６Ｍと、鋼材２５及び鉄筋２６を内部に含んで梁１３及び袖壁１４ｓに沿って設けられたコンクリート体２７と、を備える。壁部の厚さ方向において、梁１３に沿って配置された鋼材２５及びコンクリート体２７により構成される第１補強部２２の長さは、袖壁１４ｓに沿って配置された鉄筋２６Ｍ及びコンクリート体２７により構成される第２補強部２３の長さ以上である。【選択図】図２
STRUCTURE AND METHOD FOR ASEISMIC REINFORCEMENT OF EXISTING BUILDING
PROBLEM TO BE SOLVED: To provide a structure and a method for aseismic reinforcement of an existing building that enhances aseismic performance without closing an opening.SOLUTION: An aseismic reinforcement structure for an existing building 11 includes a steel member 25 disposed along a plurality of beams 13 of the existing building 11, a reinforcing bar 26M disposed along a wing wall 14s of the existing building 11, the reinforcing bar being connected to the steel member 25, and a concrete body 27 containing the steel member 25 and the reinforcing bar 26 and disposed along the beam 13 and the wing wall 14s. A length of a first reinforcing part 22 is longer than a length of a second reinforcing part 23, the first reinforcing part comprising the steel member 25 and the concrete body 27 disposed along the beam 13, and the second reinforcing part comprising the reinforcing bar 26M and the concrete body 27 disposed along the wing wall 14s, in a thickness direction of a wall part.SELECTED DRAWING: Figure 2
【課題】開口部を塞ぐことなく耐震性能を高めることができる既設建物の耐震補強構造及び既設建物の耐震補強方法を提供する。【解決手段】既設建物１１の耐震補強構造は、既設建物１１の複数の梁１３に沿って配置された鋼材２５と、鋼材２５に連結された状態で既設建物１１の袖壁１４ｓに沿って配置された鉄筋２６Ｍと、鋼材２５及び鉄筋２６を内部に含んで梁１３及び袖壁１４ｓに沿って設けられたコンクリート体２７と、を備える。壁部の厚さ方向において、梁１３に沿って配置された鋼材２５及びコンクリート体２７により構成される第１補強部２２の長さは、袖壁１４ｓに沿って配置された鉄筋２６Ｍ及びコンクリート体２７により構成される第２補強部２３の長さ以上である。【選択図】図２
STRUCTURE AND METHOD FOR ASEISMIC REINFORCEMENT OF EXISTING BUILDING
既設建物の耐震補強構造及び既設建物の耐震補強方法
ODA YUTAKA (Autor:in) / KAMIYA TAKASHI (Autor:in) / UEDA YOICHI (Autor:in) / SHIMIZU KEISUKE (Autor:in)
05.09.2016
Patent
Elektronische Ressource
Japanisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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