A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
CONSTRUCTION METHOD OF LIGNEOUS EARTHQUAKE RESISTING WALL AND LIGNEOUS EARTHQUAKE RESISTING WALL
To make it possible to reduce cost by reducing processing time as a result of omitting slit processing.SOLUTION: A construction method of ligneous earthquake resisting walls is composed of multiple CLT plates stacked in the out-of-plane direction. At least inserting holes of drift pins are opened at joining steel plate mounting positions of a CLT plate, bonded steel plates with through holes aligned with the insertion holes are sandwiched between the CLT plates, by inserting the drift pins into the holes, ligneous earthquake resisting walls between the joint steel plates are formed, and by connecting the joining metals attached to beams or columns and the joining steel plates, the ligneous earthquake resisting walls are erected.SELECTED DRAWING: Figure 5
【課題】スリット加工が不要なために加工時間が短縮され、コストの低減を可能とする。【解決手段】面外方向に重ねられた複数のＣＬＴ板で構成される木質耐震壁の構築方法である。ＣＬＴ板の接合鋼板取付位置に少なくともドリフトピンの差込孔を開け、当該ＣＬＴ板の間に前記差込孔と位置を合わせて挿通孔をあけた接合鋼板を挟み、前記ドリフトピンを前記孔に挿入することにより前記接合鋼板を間に挟み込んだ木質耐震壁を形成し、梁又は柱に取り付けた接合金物と前記接合鋼板とを連結することで、前記木質耐震壁を建て込む。【選択図】図５
CONSTRUCTION METHOD OF LIGNEOUS EARTHQUAKE RESISTING WALL AND LIGNEOUS EARTHQUAKE RESISTING WALL
To make it possible to reduce cost by reducing processing time as a result of omitting slit processing.SOLUTION: A construction method of ligneous earthquake resisting walls is composed of multiple CLT plates stacked in the out-of-plane direction. At least inserting holes of drift pins are opened at joining steel plate mounting positions of a CLT plate, bonded steel plates with through holes aligned with the insertion holes are sandwiched between the CLT plates, by inserting the drift pins into the holes, ligneous earthquake resisting walls between the joint steel plates are formed, and by connecting the joining metals attached to beams or columns and the joining steel plates, the ligneous earthquake resisting walls are erected.SELECTED DRAWING: Figure 5
【課題】スリット加工が不要なために加工時間が短縮され、コストの低減を可能とする。【解決手段】面外方向に重ねられた複数のＣＬＴ板で構成される木質耐震壁の構築方法である。ＣＬＴ板の接合鋼板取付位置に少なくともドリフトピンの差込孔を開け、当該ＣＬＴ板の間に前記差込孔と位置を合わせて挿通孔をあけた接合鋼板を挟み、前記ドリフトピンを前記孔に挿入することにより前記接合鋼板を間に挟み込んだ木質耐震壁を形成し、梁又は柱に取り付けた接合金物と前記接合鋼板とを連結することで、前記木質耐震壁を建て込む。【選択図】図５
CONSTRUCTION METHOD OF LIGNEOUS EARTHQUAKE RESISTING WALL AND LIGNEOUS EARTHQUAKE RESISTING WALL
木質耐震壁の構築方法および木質耐震壁
MORITA MASAHIKO (author) / UMEMORI HIROSHI (author)
2022-10-03
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
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