A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
COLUMN-BEAM JOINING STRUCTURE AND BUILDING
PROBLEM TO BE SOLVED: To provide a column-beam joining structure capable of improving performance of a beam regardless of a width of a column, and capable of joining the beam having a width of the same degree as a width of the column to the column, without increasing construction labor.SOLUTION: According to a column-beam joining structure 100, since a width of a beam 3 and a width of a column 1 can be formed in the same degree, performance of the beam 3 can be improved. Particularly, an end plate 6 is formed so that a beam end joining surface part 12 joined to an end part of a beam body part 4 has a width larger than a width of the beam body part 4. Thus, when welding-joining the beam body part 4 to the beam end joining surface part 12 of the end plate 6, rotary welding can be applied along the peripheral edge of the beam body part 4, so that these end plate 6 and beam body part 4 can be joined by one-time welding work.SELECTED DRAWING: Figure 1
【課題】柱の幅によらず梁の性能を向上でき、施工手間を増すことなく柱の幅と同程度の幅を有する梁を柱に接合することができる柱梁接合構造を提供する。【解決手段】柱梁接合構造１００によれば、梁３の幅と柱１の幅を同程度に形成することができるので、梁３の性能向上を図ることができるものとなる。特に、エンドプレート６は、当該梁本体部４の端部に接合される梁端接合面部１２が当該梁本体部４の幅よりも大きい幅を有して形成されている。これによって、当該エンドプレート６の梁端接合面部１２に梁本体部４を溶接接合する際には、当該梁本体部４の周縁に沿ってまわし溶接を施すことができ、１度の溶接作業でこれらエンドプレート６と梁本体部４とを接合することができるものとなっているのである。【選択図】図１
COLUMN-BEAM JOINING STRUCTURE AND BUILDING
PROBLEM TO BE SOLVED: To provide a column-beam joining structure capable of improving performance of a beam regardless of a width of a column, and capable of joining the beam having a width of the same degree as a width of the column to the column, without increasing construction labor.SOLUTION: According to a column-beam joining structure 100, since a width of a beam 3 and a width of a column 1 can be formed in the same degree, performance of the beam 3 can be improved. Particularly, an end plate 6 is formed so that a beam end joining surface part 12 joined to an end part of a beam body part 4 has a width larger than a width of the beam body part 4. Thus, when welding-joining the beam body part 4 to the beam end joining surface part 12 of the end plate 6, rotary welding can be applied along the peripheral edge of the beam body part 4, so that these end plate 6 and beam body part 4 can be joined by one-time welding work.SELECTED DRAWING: Figure 1
【課題】柱の幅によらず梁の性能を向上でき、施工手間を増すことなく柱の幅と同程度の幅を有する梁を柱に接合することができる柱梁接合構造を提供する。【解決手段】柱梁接合構造１００によれば、梁３の幅と柱１の幅を同程度に形成することができるので、梁３の性能向上を図ることができるものとなる。特に、エンドプレート６は、当該梁本体部４の端部に接合される梁端接合面部１２が当該梁本体部４の幅よりも大きい幅を有して形成されている。これによって、当該エンドプレート６の梁端接合面部１２に梁本体部４を溶接接合する際には、当該梁本体部４の周縁に沿ってまわし溶接を施すことができ、１度の溶接作業でこれらエンドプレート６と梁本体部４とを接合することができるものとなっているのである。【選択図】図１
COLUMN-BEAM JOINING STRUCTURE AND BUILDING
柱梁接合構造及び建物
KIRIYAMA SHINICHI (author)
2017-08-10
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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