A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
To obtain an overhanging floor structure in which the bearing strength of the beam can be adjusted according to the overhanging dimensions and the load while ensuring the degree of freedom in design.SOLUTION: In an overhanging portion 12, by fixing a turnbuckle 38 with straps on both sides to a stud 34 that is laid in the vertical direction and a floor-side overhanging beam 36 that protrudes from the stud 34 to an outdoor 30 side, a truss structure 58 is formed between the stud 34, the floor-side overhang beam 36, and the turnbuckle 38 with straps on both sides. As a result, the bending moment generated in the floor-side overhanging beam 36 can be converted into an axial force by the truss structure 58, and the bending moment can be reduced. As a result, the bending strength of the overhanging portion 12 can be adjusted according to the overhanging dimensions and the load. Further, since the floor-side overhanging beam 36 can be fixed at an arbitrary position in the vertical direction of the stud 34, the degree of freedom in design can be improved in the overhanging portion 12.SELECTED DRAWING: Figure 3
【課題】設計の自由度を確保しつつ、張出し寸法、載荷荷重に応じて梁部の耐力の調整が可能な張出床構造を得る。【解決手段】張出部１２において、上下方向に架け渡された間柱３４及び当該間柱３４から屋外３０側に張り出された床側張出梁３６に対して、両側羽子板付ターンバックル３８を固定することによって、間柱３４と床側張出梁３６と両側羽子板付ターンバックル３８との間でトラス構造５８が構成される。これにより、床側張出梁３６に生じる曲げモーメントを、トラス構造５８によって軸力に変換し、曲げモーメントを低減させることが可能となる。これにより、張出部１２において、張出し寸法、載荷荷重に応じて曲げ耐力の調整が可能となる。また、間柱３４の上下方向の任意の位置に床側張出梁３６を固定することができるため、張出部１２において、設計の自由度を向上させることが可能となる。【選択図】図３
To obtain an overhanging floor structure in which the bearing strength of the beam can be adjusted according to the overhanging dimensions and the load while ensuring the degree of freedom in design.SOLUTION: In an overhanging portion 12, by fixing a turnbuckle 38 with straps on both sides to a stud 34 that is laid in the vertical direction and a floor-side overhanging beam 36 that protrudes from the stud 34 to an outdoor 30 side, a truss structure 58 is formed between the stud 34, the floor-side overhang beam 36, and the turnbuckle 38 with straps on both sides. As a result, the bending moment generated in the floor-side overhanging beam 36 can be converted into an axial force by the truss structure 58, and the bending moment can be reduced. As a result, the bending strength of the overhanging portion 12 can be adjusted according to the overhanging dimensions and the load. Further, since the floor-side overhanging beam 36 can be fixed at an arbitrary position in the vertical direction of the stud 34, the degree of freedom in design can be improved in the overhanging portion 12.SELECTED DRAWING: Figure 3
【課題】設計の自由度を確保しつつ、張出し寸法、載荷荷重に応じて梁部の耐力の調整が可能な張出床構造を得る。【解決手段】張出部１２において、上下方向に架け渡された間柱３４及び当該間柱３４から屋外３０側に張り出された床側張出梁３６に対して、両側羽子板付ターンバックル３８を固定することによって、間柱３４と床側張出梁３６と両側羽子板付ターンバックル３８との間でトラス構造５８が構成される。これにより、床側張出梁３６に生じる曲げモーメントを、トラス構造５８によって軸力に変換し、曲げモーメントを低減させることが可能となる。これにより、張出部１２において、張出し寸法、載荷荷重に応じて曲げ耐力の調整が可能となる。また、間柱３４の上下方向の任意の位置に床側張出梁３６を固定することができるため、張出部１２において、設計の自由度を向上させることが可能となる。【選択図】図３
OVERHANGING FLOOR STRUCTURE
張出床構造
TOMIYASU MASASHI (author)
2021-05-27
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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