A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
COLUMN REINFORCEMENT STRUCTURE
To provide a column reinforcement structure capable of being applied to an existing column and efficiently reinforcing a column.SOLUTION: A column reinforcement structure 1 comprises a column 3 and reinforcement lateral members 11 and the like. The column 3 has vertical members 5 and diagonal members 7 disposed obliquely between the vertical members 5. The column 3 is an assembly column consisting of, for example, multiple trusses. The reinforcement lateral member 11 is disposed on an external surface of the column 3 at a predetermined interval in a longitudinal direction of the column 3. The reinforcement lateral member 11 is disposed across full length of the column 3 at substantially regular intervals in a width direction of the column 3. The reinforcement lateral member 11 is disposed between the vertical members 5 so as to bridge a pair of vertical members 5 and ends of the reinforcement lateral member 11 are connected to the vertical member 5.SELECTED DRAWING: Figure 1
【課題】 既存柱にも適用が可能であり、効率よく柱を補強することが可能な柱の補強構造を提供する。【解決手段】 柱の補強構造１は、柱３と補強横部材１１等から構成される。柱３は、縦材５と、縦材５の間に斜めに配置される斜材７とを有する。柱３は、例えば複数のトラスによって構成される組立柱である。柱３の長手方向に所定の間隔で、柱３の外面には補強横部材１１が配置される。補強横部材１１は、柱の３の全長にわたって略一定の間隔で柱３の幅方向に配置される。補強横部材１１は、一対の縦材５にまたがるように縦材５の間に配置され、補強横部材１１の端部が縦材５に接合される。【選択図】図１
COLUMN REINFORCEMENT STRUCTURE
To provide a column reinforcement structure capable of being applied to an existing column and efficiently reinforcing a column.SOLUTION: A column reinforcement structure 1 comprises a column 3 and reinforcement lateral members 11 and the like. The column 3 has vertical members 5 and diagonal members 7 disposed obliquely between the vertical members 5. The column 3 is an assembly column consisting of, for example, multiple trusses. The reinforcement lateral member 11 is disposed on an external surface of the column 3 at a predetermined interval in a longitudinal direction of the column 3. The reinforcement lateral member 11 is disposed across full length of the column 3 at substantially regular intervals in a width direction of the column 3. The reinforcement lateral member 11 is disposed between the vertical members 5 so as to bridge a pair of vertical members 5 and ends of the reinforcement lateral member 11 are connected to the vertical member 5.SELECTED DRAWING: Figure 1
【課題】 既存柱にも適用が可能であり、効率よく柱を補強することが可能な柱の補強構造を提供する。【解決手段】 柱の補強構造１は、柱３と補強横部材１１等から構成される。柱３は、縦材５と、縦材５の間に斜めに配置される斜材７とを有する。柱３は、例えば複数のトラスによって構成される組立柱である。柱３の長手方向に所定の間隔で、柱３の外面には補強横部材１１が配置される。補強横部材１１は、柱の３の全長にわたって略一定の間隔で柱３の幅方向に配置される。補強横部材１１は、一対の縦材５にまたがるように縦材５の間に配置され、補強横部材１１の端部が縦材５に接合される。【選択図】図１
COLUMN REINFORCEMENT STRUCTURE
柱の補強構造
ABE SHUHEI (author) / KAWASHIMA YASUYUKI (author)
2020-09-24
Patent
Electronic Resource
Japanese
COLUMN REINFORCEMENT METHOD AND COLUMN REINFORCEMENT STRUCTURE
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