A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
LOAD BEARING WALL
PROBLEM TO BE SOLVED: To satisfy a required bearing force.SOLUTION: A bearing force wall 10 comprises a pair of vertical materials 16 extending to a vertical direction in a longitudinal direction with an interval in a horizontal in a direction which interests with the longitudinal direction, and a pair of horizontal materials 18 horizontally extending to the vertical direction with an interval, and connecting a pair of the vertical materials. Furthermore, the bearing force wall 10 comprises a wall face material 14 which has: a first joining part 20 joined to one vertical material 16; a second joining part 22 joined to the other vertical material 16; circular opening parts 28 which are aligned in one row with intervals in the vertical direction between a pair of the vertical materials 16; a flat plate 30 being a flat portion at which the opening parts 28 are not formed; and annular ribs 32 which are formed at edges of the opening parts 28, and protrude toward a thickness direction of the flat plate part 30 with respect to the flat plate part 30. Then, the largest number n of the opening part 28 which is formed between a pair of the horizontal materials 18 is set so as to satisfy a formula (1).SELECTED DRAWING: Figure 1
【課題】要求される耐力を満足させる。【解決手段】耐力壁１０は、その長手方向と直交する方向の水平方向に間隔をあけてその長手方向の上下方向に延びる一対の縦材１６と、上下方向に間隔をあけて水平方向に延びると共に、一対の縦材を水平方向につなぐ一対の横材１８と、を備えている。また、耐力壁１０は、一方の縦材１６に接合された第１接合部２０と、他方の縦材１６に接合された第２接合部２２と、一対の縦材１６の間において上下方向に間隔をあけて１列に配列された円形の開口部２８と、該開口部２８が形成されていない平坦な部分である平板部３０と、開口部２８の縁部に形成され平板部３０に対して該平板部３０の厚み方向に向けて突出する環状リブ３２と、を有する壁面材１４を備えている。そして、一対の横材１８の間に配置された開口部２８の最大の数ｎが、式（１）を満たすように設定されている。【選択図】図１
LOAD BEARING WALL
PROBLEM TO BE SOLVED: To satisfy a required bearing force.SOLUTION: A bearing force wall 10 comprises a pair of vertical materials 16 extending to a vertical direction in a longitudinal direction with an interval in a horizontal in a direction which interests with the longitudinal direction, and a pair of horizontal materials 18 horizontally extending to the vertical direction with an interval, and connecting a pair of the vertical materials. Furthermore, the bearing force wall 10 comprises a wall face material 14 which has: a first joining part 20 joined to one vertical material 16; a second joining part 22 joined to the other vertical material 16; circular opening parts 28 which are aligned in one row with intervals in the vertical direction between a pair of the vertical materials 16; a flat plate 30 being a flat portion at which the opening parts 28 are not formed; and annular ribs 32 which are formed at edges of the opening parts 28, and protrude toward a thickness direction of the flat plate part 30 with respect to the flat plate part 30. Then, the largest number n of the opening part 28 which is formed between a pair of the horizontal materials 18 is set so as to satisfy a formula (1).SELECTED DRAWING: Figure 1
【課題】要求される耐力を満足させる。【解決手段】耐力壁１０は、その長手方向と直交する方向の水平方向に間隔をあけてその長手方向の上下方向に延びる一対の縦材１６と、上下方向に間隔をあけて水平方向に延びると共に、一対の縦材を水平方向につなぐ一対の横材１８と、を備えている。また、耐力壁１０は、一方の縦材１６に接合された第１接合部２０と、他方の縦材１６に接合された第２接合部２２と、一対の縦材１６の間において上下方向に間隔をあけて１列に配列された円形の開口部２８と、該開口部２８が形成されていない平坦な部分である平板部３０と、開口部２８の縁部に形成され平板部３０に対して該平板部３０の厚み方向に向けて突出する環状リブ３２と、を有する壁面材１４を備えている。そして、一対の横材１８の間に配置された開口部２８の最大の数ｎが、式（１）を満たすように設定されている。【選択図】図１
LOAD BEARING WALL
耐力壁
KAWAI YOSHIMICHI (author) / TONAI SHIGEAKI (author) / FUJIHASHI KAZUNORI (author)
2018-02-15
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
| European Patent Office | 2021