A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
BEAM JOINT STRUCTURE AND BEAM JOINT METHOD
To provide a beam joint structure which enables reliable stress transmission and improves workability, and a beam joint method.SOLUTION: There is provided a beam joint structure comprising an H-shaped beam including a first upper flange, a first lower flange, and a first web, a support member including a first plate portion which is subjected to bolt joint to the first web and a second plate portion which includes a plane parallel to the first lower flange, an RC floor slab including concrete and a tensile force transmission member which is buried in the concrete and extending at least in the material axis direction of the H-shaped beam, and disposed above the H-shaped beam and the support member, a locking member joined to the first upper flange and the support member and configuring the RC floor slab, and a welding portion formed between the first lower flange and the second plate portion.SELECTED DRAWING: Figure 2
【課題】確実な応力伝達が可能であり、かつ施工性を向上させた梁接合構造および梁接合方法を提供する。【解決手段】第１の上フランジ、第１の下フランジおよび第１のウェブを含むＨ形断面梁と、第１のウェブにボルト接合される第１の板状部分、および第１の下フランジに平行な面を含む第２の板状部分を含む支持部材と、コンクリート、およびコンクリートに埋設され少なくともＨ形断面梁の材軸方向に延びる引張力伝達部材を含み、Ｈ形断面梁および支持部材の上方に配置されるＲＣ床スラブと、第１の上フランジおよび支持部材にそれぞれ接合されるとともに、ＲＣ床スラブを構成するコンクリートに定着させられる係止部材と、第１の下フランジと第２の板状部分との間に形成される溶接部分とを備える梁接合構造が提供される。【選択図】図２
BEAM JOINT STRUCTURE AND BEAM JOINT METHOD
To provide a beam joint structure which enables reliable stress transmission and improves workability, and a beam joint method.SOLUTION: There is provided a beam joint structure comprising an H-shaped beam including a first upper flange, a first lower flange, and a first web, a support member including a first plate portion which is subjected to bolt joint to the first web and a second plate portion which includes a plane parallel to the first lower flange, an RC floor slab including concrete and a tensile force transmission member which is buried in the concrete and extending at least in the material axis direction of the H-shaped beam, and disposed above the H-shaped beam and the support member, a locking member joined to the first upper flange and the support member and configuring the RC floor slab, and a welding portion formed between the first lower flange and the second plate portion.SELECTED DRAWING: Figure 2
【課題】確実な応力伝達が可能であり、かつ施工性を向上させた梁接合構造および梁接合方法を提供する。【解決手段】第１の上フランジ、第１の下フランジおよび第１のウェブを含むＨ形断面梁と、第１のウェブにボルト接合される第１の板状部分、および第１の下フランジに平行な面を含む第２の板状部分を含む支持部材と、コンクリート、およびコンクリートに埋設され少なくともＨ形断面梁の材軸方向に延びる引張力伝達部材を含み、Ｈ形断面梁および支持部材の上方に配置されるＲＣ床スラブと、第１の上フランジおよび支持部材にそれぞれ接合されるとともに、ＲＣ床スラブを構成するコンクリートに定着させられる係止部材と、第１の下フランジと第２の板状部分との間に形成される溶接部分とを備える梁接合構造が提供される。【選択図】図２
BEAM JOINT STRUCTURE AND BEAM JOINT METHOD
梁接合構造および梁の接合方法
KUWATA RYOHEI (author) / ARITA MASAKI (author) / KITAOKA SATOSHI (author) / SUZUKI YUSUKE (author)
2022-05-11
Patent
Electronic Resource
Japanese
| European Patent Office | 2018
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