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INSTALLATION STRUCTURE FOR INSTALLING STUD TO EXISTING BUILDING
PROBLEM TO BE SOLVED: To provide a beam reinforcement member capable of enhancing shear capacity in a joint part panel between an existing beam and a newly provided stud when additionally installing the stud in an existing steel-structured building, and an installation structure of the stud for installation in an existing building by using the beam reinforcement member.SOLUTION: An installation structure for installing a stud to an existing building includes a reinforcement member 20 provided on a joint panel between a steel beam 12 and a stud 14 to be additionally installed. The reinforcement member 20 includes: a steel plate formed to have a height dimension that equals a dimension between upper and lower flanges 12a, 12b, a width dimension that equals or is greater than a height W of the stud 14, the steel plate being provided along an outer edge part of the upper and lower flanges; and a rib steel plate disposed in a vertical direction on the steel plate and connected to the steel plate. The reinforcement member is provided on both sides of a web of the beam 12.SELECTED DRAWING: Figure 1
【課題】鉄骨造の既存建物に間柱を増設するに際して、既存の梁と新設の間柱との接合部パネルにおけるせん断耐力を向上させ得る梁の補強部材およびこれを用いた既存建物への間柱の設置構造を提供する。【解決手段】間柱14を増設する鉄骨造の梁12との接合パネルに補強部材20を設けてなり、かつ補強部材20は、上下部フランジ12a、12b間の高さ寸法に形成されるとともに間柱14のせいW以上の幅寸法に形成されて上下部フランジの外縁部に沿って配置される鋼板と、鋼板に鉛直方向に配置されて鋼板に接合されたリブ鋼板とを備え、梁12のウエブを間に挟んだ両側に設けられている。【選択図】図1
INSTALLATION STRUCTURE FOR INSTALLING STUD TO EXISTING BUILDING
PROBLEM TO BE SOLVED: To provide a beam reinforcement member capable of enhancing shear capacity in a joint part panel between an existing beam and a newly provided stud when additionally installing the stud in an existing steel-structured building, and an installation structure of the stud for installation in an existing building by using the beam reinforcement member.SOLUTION: An installation structure for installing a stud to an existing building includes a reinforcement member 20 provided on a joint panel between a steel beam 12 and a stud 14 to be additionally installed. The reinforcement member 20 includes: a steel plate formed to have a height dimension that equals a dimension between upper and lower flanges 12a, 12b, a width dimension that equals or is greater than a height W of the stud 14, the steel plate being provided along an outer edge part of the upper and lower flanges; and a rib steel plate disposed in a vertical direction on the steel plate and connected to the steel plate. The reinforcement member is provided on both sides of a web of the beam 12.SELECTED DRAWING: Figure 1
【課題】鉄骨造の既存建物に間柱を増設するに際して、既存の梁と新設の間柱との接合部パネルにおけるせん断耐力を向上させ得る梁の補強部材およびこれを用いた既存建物への間柱の設置構造を提供する。【解決手段】間柱14を増設する鉄骨造の梁12との接合パネルに補強部材20を設けてなり、かつ補強部材20は、上下部フランジ12a、12b間の高さ寸法に形成されるとともに間柱14のせいW以上の幅寸法に形成されて上下部フランジの外縁部に沿って配置される鋼板と、鋼板に鉛直方向に配置されて鋼板に接合されたリブ鋼板とを備え、梁12のウエブを間に挟んだ両側に設けられている。【選択図】図1
INSTALLATION STRUCTURE FOR INSTALLING STUD TO EXISTING BUILDING
既存建物への間柱の設置構造
YASUDA SATOSHI (author) / KIMURA YUICHI (author) / AONO EIJI (author)
2016-09-15
Patent
Electronic Resource
Japanese
INSTALLATION STRUCTURE OF STUD AND INSTALLATION METHOD OF STUD
European Patent Office | 2021
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