Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
To provide a load-bearing wall with high resistance to external forces acting in a continuously arranging direction of columns.SOLUTION: There is provided a load-bearing wall 10 having a pair of columns 4, 5 and a face member 9 connected to the pair of columns 4, 5 and an interlocking member 6 by using a plurality of connecting members N, wherein recesses 41, 51 to which edges 9L, 9R and a back surface 9B of the face member 9 are in contact with each other along an erection direction of the columns are formed in the pair of columns 4, 5, respectively, the face member 9 is inserted between the pair of recesses 41, 51 and is connected to each of the pair of columns 4, 5 and the interlocking member 6 by a plurality of connecting members N. A pitch at which the connecting members N are cast against the pair of columns 4, 5 is shorter than a pitch at which the connecting members N are cast against the interlocking member 6.SELECTED DRAWING: Figure 10
【課題】柱の連設方向に作用する外力に対する抵抗力の高い耐力壁を提供することを目的とする。【解決手段】一対の柱４，５と、一対の柱４，５と、間受材６に複数の連結部材Ｎを用いて連結される面材９と、を備える耐力壁１０であって、一対の柱４，５には、柱の立設方向に沿って面材９の辺９Ｌ，９Ｒおよび背面９Ｂが当接する凹部４１，５１がそれぞれ形成され、面材９は、一対の凹部４１，５１の間に挿嵌されて複数の連結部材Ｎにより一対の柱４，５、および間受材６のそれぞれに連結され、連結部材Ｎが一対の柱４，５に対して打設されるピッチは、連結部材Ｎが間受材６に対して打設されるピッチよりも短いことを特徴とする。【選択図】図１０
To provide a load-bearing wall with high resistance to external forces acting in a continuously arranging direction of columns.SOLUTION: There is provided a load-bearing wall 10 having a pair of columns 4, 5 and a face member 9 connected to the pair of columns 4, 5 and an interlocking member 6 by using a plurality of connecting members N, wherein recesses 41, 51 to which edges 9L, 9R and a back surface 9B of the face member 9 are in contact with each other along an erection direction of the columns are formed in the pair of columns 4, 5, respectively, the face member 9 is inserted between the pair of recesses 41, 51 and is connected to each of the pair of columns 4, 5 and the interlocking member 6 by a plurality of connecting members N. A pitch at which the connecting members N are cast against the pair of columns 4, 5 is shorter than a pitch at which the connecting members N are cast against the interlocking member 6.SELECTED DRAWING: Figure 10
【課題】柱の連設方向に作用する外力に対する抵抗力の高い耐力壁を提供することを目的とする。【解決手段】一対の柱４，５と、一対の柱４，５と、間受材６に複数の連結部材Ｎを用いて連結される面材９と、を備える耐力壁１０であって、一対の柱４，５には、柱の立設方向に沿って面材９の辺９Ｌ，９Ｒおよび背面９Ｂが当接する凹部４１，５１がそれぞれ形成され、面材９は、一対の凹部４１，５１の間に挿嵌されて複数の連結部材Ｎにより一対の柱４，５、および間受材６のそれぞれに連結され、連結部材Ｎが一対の柱４，５に対して打設されるピッチは、連結部材Ｎが間受材６に対して打設されるピッチよりも短いことを特徴とする。【選択図】図１０
LOAD-BEARING WALL
耐力壁
MIYAZAWA TOSHIYA (Autor:in)
11.10.2024
Patent
Elektronische Ressource
Japanisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
| Europäisches Patentamt | 2021