A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
EARTHQUAKE-RESISTING WALL
To provide a flexible earthquake-resisting wall having high designability and capable of providing sufficient yield strength necessary for a building and optionally installing an opening such as a passage.SOLUTION: The earthquake-resisting wall comprises a module connector 10 which is formed by connecting and joining a plurality of mutually connectable earthquake resistance modules 100. Each earthquake resistance module comprises a rectangular plate body, a lattice rib, and a module end rib vertically provided to each edge of the plate body and having a height equal to that of the lattice rib. The module end rib is formed to be equal in width to the lattice rib outside connection junction parts of the earthquake resistance modules, and to be thinner than the lattice rib in the connection junction parts of the earthquake resistance modules. The module connector forms a module junction by joining the module end ribs in the connection junction parts of the earthquake resistance modules, and the thickness of the module junction is set equal to that of the lattice rib.SELECTED DRAWING: Figure 1
【課題】建造物に必要充分な耐力を供給するとともに、通路等の開口を任意に設置することを可能とした、デザイン性に優れたフレキシブルな耐震壁を提供する。【解決手段】相互に連結可能な複数の耐震モジュール１００を連結接合したモジュール連結体１０からなり、耐震モジュールは、方形からなる板体と、格子状リブと、板体の各縁部に垂設される格子状リブと同高からなるモジュール端部リブと、からなり、モジュール端部リブは、耐震モジュール同士の連結接合部以外においては格子状リブと同幅に形成されるとともに、耐震モジュール同士の連結接合部においては格子状リブより薄幅で形成されており、モジュール連結体は、耐震モジュール同士の連結接合部においてモジュール端部リブ同士を接合することによりモジュール接合部を形成するとともに、該モジュール接合部の厚みを格子状リブの厚みと同幅とした。【選択図】図１
EARTHQUAKE-RESISTING WALL
To provide a flexible earthquake-resisting wall having high designability and capable of providing sufficient yield strength necessary for a building and optionally installing an opening such as a passage.SOLUTION: The earthquake-resisting wall comprises a module connector 10 which is formed by connecting and joining a plurality of mutually connectable earthquake resistance modules 100. Each earthquake resistance module comprises a rectangular plate body, a lattice rib, and a module end rib vertically provided to each edge of the plate body and having a height equal to that of the lattice rib. The module end rib is formed to be equal in width to the lattice rib outside connection junction parts of the earthquake resistance modules, and to be thinner than the lattice rib in the connection junction parts of the earthquake resistance modules. The module connector forms a module junction by joining the module end ribs in the connection junction parts of the earthquake resistance modules, and the thickness of the module junction is set equal to that of the lattice rib.SELECTED DRAWING: Figure 1
【課題】建造物に必要充分な耐力を供給するとともに、通路等の開口を任意に設置することを可能とした、デザイン性に優れたフレキシブルな耐震壁を提供する。【解決手段】相互に連結可能な複数の耐震モジュール１００を連結接合したモジュール連結体１０からなり、耐震モジュールは、方形からなる板体と、格子状リブと、板体の各縁部に垂設される格子状リブと同高からなるモジュール端部リブと、からなり、モジュール端部リブは、耐震モジュール同士の連結接合部以外においては格子状リブと同幅に形成されるとともに、耐震モジュール同士の連結接合部においては格子状リブより薄幅で形成されており、モジュール連結体は、耐震モジュール同士の連結接合部においてモジュール端部リブ同士を接合することによりモジュール接合部を形成するとともに、該モジュール接合部の厚みを格子状リブの厚みと同幅とした。【選択図】図１
EARTHQUAKE-RESISTING WALL
耐震壁
IMAGAWA NORIHIDE (author) / OGURA HIDEKI (author)
2019-10-10
Patent
Electronic Resource
Japanese
EARTHQUAKE-RESISTING WALL AND METHOD FOR CONSTRUCTING EARTHQUAKE-RESISTING WALL
| European Patent Office | 2023
EARTHQUAKE-RESISTING WALL AND CONSTRUCTION METHOD OF EARTHQUAKE-RESISTING WALL
| European Patent Office | 2022
BLOCK, EARTHQUAKE RESISTING WALL, AND EARTHQUAKE RESISTING WALL CONSTRUCTION METHOD
| European Patent Office | 2016