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A platform for research: civil engineering, architecture and urbanism
PROBLEM TO BE SOLVED: To provide a load bearing wall which has a higher strength and can shorten an assembly time when assembling a columnar body by connecting.SOLUTION: A second reinforcing body 15 is interposed between first reinforcing bodies 2 at four corners installed on a floor 1, and the first and second reinforcing bodies 2 and 15 are fixed on the floor 1. Columnar bodies 6 are respectively connected so as to intersect at right angles with corner columnar bodies 5 installed on the corners of the first reinforcing bodies 2, and next columnar bodies 6 are sequentially connected to the connected columnar bodies 6. In this case, a tenon 10A2 at the inner side of a left side surface 6A of the first columnar body 6 is fitted in a tenon groove 7A of a right side surface 5A of the corner columnar body 5, and a depth side groove 9A1 of the right side surface 5A of the corner columnar body 5 is fitted into a groove 8A of the left side surface 6A of the columnar body 6. Similarly, a tenon 10A1 on the inner side of a depth side surface 6A of the first columnar body 6 is fitted into a tenon groove 7B of a side surface 5B on the front side of the corner columnar body 5, and a tenon 9B1 on the left side of the side surface 5A on the front side of the corner columnar body 5 is fitted into a tenon groove 8A on the depth side surface 6A of the columnar body 6.SELECTED DRAWING: Figure 6
【課題】強度をより高くすると共に柱状体を連結して組み立てる場合の組立時間も短縮できる耐力壁の提供。【解決手段】床１上に設置された四隅の第１補強体２相互間に第２補強体１５を介在させながら設置し、床１上に第１及び第２補強体２、１５を固定する。第１補強体２のコーナー部上に設置された隅柱状体５に直角に交わるように柱状体６を夫々連結し、更に連結された柱状体６に次の柱状体６を順次連結する。この場合、隅柱状体５の右側面５Ａのほぞ溝７Ａに１本目の柱状体６の左側面６Ａの内方のほぞ１０Ａ２を嵌合させると共に、隅柱状体５の右側面５Ａの奥側のほぞ９Ａ１を柱状体６の左側面６Ａのほぞ溝８Ａに嵌合させ、同様に隅柱状体５の手前側の側面５Ｂのほぞ溝７Ｂに１本目の柱状体６の奥側の側面６Ａの内方のほぞ１０Ａ１を嵌合させると共に、隅柱状体５の手前側の側面５Ａの左側のほぞ９Ｂ１を柱状体６の奥側の側面６Ａのほぞ溝８Ａに嵌合させる。【選択図】図６
PROBLEM TO BE SOLVED: To provide a load bearing wall which has a higher strength and can shorten an assembly time when assembling a columnar body by connecting.SOLUTION: A second reinforcing body 15 is interposed between first reinforcing bodies 2 at four corners installed on a floor 1, and the first and second reinforcing bodies 2 and 15 are fixed on the floor 1. Columnar bodies 6 are respectively connected so as to intersect at right angles with corner columnar bodies 5 installed on the corners of the first reinforcing bodies 2, and next columnar bodies 6 are sequentially connected to the connected columnar bodies 6. In this case, a tenon 10A2 at the inner side of a left side surface 6A of the first columnar body 6 is fitted in a tenon groove 7A of a right side surface 5A of the corner columnar body 5, and a depth side groove 9A1 of the right side surface 5A of the corner columnar body 5 is fitted into a groove 8A of the left side surface 6A of the columnar body 6. Similarly, a tenon 10A1 on the inner side of a depth side surface 6A of the first columnar body 6 is fitted into a tenon groove 7B of a side surface 5B on the front side of the corner columnar body 5, and a tenon 9B1 on the left side of the side surface 5A on the front side of the corner columnar body 5 is fitted into a tenon groove 8A on the depth side surface 6A of the columnar body 6.SELECTED DRAWING: Figure 6
【課題】強度をより高くすると共に柱状体を連結して組み立てる場合の組立時間も短縮できる耐力壁の提供。【解決手段】床１上に設置された四隅の第１補強体２相互間に第２補強体１５を介在させながら設置し、床１上に第１及び第２補強体２、１５を固定する。第１補強体２のコーナー部上に設置された隅柱状体５に直角に交わるように柱状体６を夫々連結し、更に連結された柱状体６に次の柱状体６を順次連結する。この場合、隅柱状体５の右側面５Ａのほぞ溝７Ａに１本目の柱状体６の左側面６Ａの内方のほぞ１０Ａ２を嵌合させると共に、隅柱状体５の右側面５Ａの奥側のほぞ９Ａ１を柱状体６の左側面６Ａのほぞ溝８Ａに嵌合させ、同様に隅柱状体５の手前側の側面５Ｂのほぞ溝７Ｂに１本目の柱状体６の奥側の側面６Ａの内方のほぞ１０Ａ１を嵌合させると共に、隅柱状体５の手前側の側面５Ａの左側のほぞ９Ｂ１を柱状体６の奥側の側面６Ａのほぞ溝８Ａに嵌合させる。【選択図】図６
LOAD BEARING WALL
耐力壁
SAKURAI TAKEJI (author)
2018-07-19
Patent
Electronic Resource
Japanese
| European Patent Office | 2021