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A platform for research: civil engineering, architecture and urbanism
JOINT METAL, AND JOINT STRUCTURE AND JOINT METHOD FOR UPPER-FLOOR CLT BEARING WALL AND LOWER-FLOOR CLT BEARING WALL
To provide a joint metal as well as a joint structure and a joint method, for upper-floor CLT bearing walls and lower-floor CLT bearing walls, which can accomplish the joint with a reduced number and types of conventional joint metals such as L-shaped shear joint metal and a tension joint metal.SOLUTION: A joint metal 2 for joining an upper-floor CLT bearing wall 1 and a lower-floor CLT bearing wall 1 is constituted by integrating: a side face plate 21 which straddles a leg part of the upper-floor CLT bearing wall 1 and a top part of the lower-floor CLT bearing wall 1, running through a floor material S (or beam material), and abuts on side faces 1b, 1b of one end in a breadth direction of the upper and lower-floor CLT bearing walls 1, 1; and insertion plates 22 which are inserted into slits 1a, 1a formed in parallel to the breadth direction, at one end in the breadth direction of the upper and lower-floor CLT bearing walls 1, 1. The insertion plate 22 is formed with open holes 22a through which drift pins and/or bolts run through.SELECTED DRAWING: Figure 1
【課題】従来の接合金物（Ｌ形せん断金物および引張金物）の使用個数、種類を減らして接合することができる、接合金物ならびに上階のＣＬＴ耐力壁と下階のＣＬＴ耐力壁との接合構造および接合工法を提供する。【解決手段】上階のＣＬＴ耐力壁１と下階のＣＬＴ耐力壁１とを接合するための接合金物２であって、前記上階のＣＬＴ耐力壁１の脚部と前記下階のＣＬＴ耐力壁１の頂部に床材Ｓ（又は梁材）を貫通して跨がり、前記上階及び下階のＣＬＴ耐力壁１、１の幅方向一端部の側面１ｂ、１ｂに当接する側面プレート２１と、前記上階及び下階のＣＬＴ耐力壁１、１の幅方向一端部に形成された前記幅方向と平行なスリット１ａ、１ａに挿入される差込みプレート２２とが一体化されてなり、前記差込みプレート２２には、ドリフトピン及び／又はボルトを貫通させるための貫通孔２２ａが形成されている。【選択図】図１
JOINT METAL, AND JOINT STRUCTURE AND JOINT METHOD FOR UPPER-FLOOR CLT BEARING WALL AND LOWER-FLOOR CLT BEARING WALL
To provide a joint metal as well as a joint structure and a joint method, for upper-floor CLT bearing walls and lower-floor CLT bearing walls, which can accomplish the joint with a reduced number and types of conventional joint metals such as L-shaped shear joint metal and a tension joint metal.SOLUTION: A joint metal 2 for joining an upper-floor CLT bearing wall 1 and a lower-floor CLT bearing wall 1 is constituted by integrating: a side face plate 21 which straddles a leg part of the upper-floor CLT bearing wall 1 and a top part of the lower-floor CLT bearing wall 1, running through a floor material S (or beam material), and abuts on side faces 1b, 1b of one end in a breadth direction of the upper and lower-floor CLT bearing walls 1, 1; and insertion plates 22 which are inserted into slits 1a, 1a formed in parallel to the breadth direction, at one end in the breadth direction of the upper and lower-floor CLT bearing walls 1, 1. The insertion plate 22 is formed with open holes 22a through which drift pins and/or bolts run through.SELECTED DRAWING: Figure 1
【課題】従来の接合金物（Ｌ形せん断金物および引張金物）の使用個数、種類を減らして接合することができる、接合金物ならびに上階のＣＬＴ耐力壁と下階のＣＬＴ耐力壁との接合構造および接合工法を提供する。【解決手段】上階のＣＬＴ耐力壁１と下階のＣＬＴ耐力壁１とを接合するための接合金物２であって、前記上階のＣＬＴ耐力壁１の脚部と前記下階のＣＬＴ耐力壁１の頂部に床材Ｓ（又は梁材）を貫通して跨がり、前記上階及び下階のＣＬＴ耐力壁１、１の幅方向一端部の側面１ｂ、１ｂに当接する側面プレート２１と、前記上階及び下階のＣＬＴ耐力壁１、１の幅方向一端部に形成された前記幅方向と平行なスリット１ａ、１ａに挿入される差込みプレート２２とが一体化されてなり、前記差込みプレート２２には、ドリフトピン及び／又はボルトを貫通させるための貫通孔２２ａが形成されている。【選択図】図１
JOINT METAL, AND JOINT STRUCTURE AND JOINT METHOD FOR UPPER-FLOOR CLT BEARING WALL AND LOWER-FLOOR CLT BEARING WALL
接合金物ならびに上階のＣＬＴ耐力壁と下階のＣＬＴ耐力壁との接合構造および接合工法
TOZUKA MARINA (author) / OKADA TADAYOSHI (author)
2019-10-03
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Combined glass partition wall joint structure of indoor floor
| European Patent Office | 2021