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WALL PANEL CONNECTION STRUCTURE
To provide a wall panel connection structure easily constructed on site and capable of suppressing the floating deformation of vertical frame materials of a wall panel during an earthquake or the like.SOLUTION: Vertical frame materials 21, 21 of upper and lower floor wall panels 11, 11 of a building are connected by connection metal fittings, a through-material 15 vertically extending and connected at an upper end to a roof panel 13 and at a lower end to a foundation 16 is provided away from each wall panel 11, and the vertical frame material 21 of the wall panel 11 of each floor and the through-material 15 are connected by an oblique material 22 inclined with respect to a horizontal direction. Thus, when a pulling-out force is applied to the vertical frame material 21, this pulling-out force can be transmitted through the oblique material 22 to the through-material 15. Accordingly, the floating deformation of the vertical frame material 21 can be suppressed. In addition, as a large through-panel is unnecessary, there is no need to transport a large member from a factory, and construction on site can be facilitated.SELECTED DRAWING: Figure 1
【課題】地震時等において、壁パネルのたて枠材の浮き上がり変形を抑制できるとともに、現場での施工が容易である壁パネル連結構造を提供する。【解決手段】建物の上下階の壁パネル11,11のたて枠材21,21どうしが連結金具によって連結され、上下に延在し、かつ上端部が屋根パネル13に結合されるとともに、下端部が基礎16に結合された通し材15が壁パネル11から離間して設けられ、各階の壁パネル11のたて枠材21と、通し材15とが水平に対して傾斜する斜め材22によって連結されているので、たて枠材21に引抜力が作用した場合に、この引抜力を斜め材22を介して通し材15に伝達させることができる。したがって、たて枠材21の浮き上がり変形を抑制できる。また、大型の通し用パネルが不要となるので、工場から大型部材を搬送する必要がなく、現場での施工が容易となる。【選択図】図1
WALL PANEL CONNECTION STRUCTURE
To provide a wall panel connection structure easily constructed on site and capable of suppressing the floating deformation of vertical frame materials of a wall panel during an earthquake or the like.SOLUTION: Vertical frame materials 21, 21 of upper and lower floor wall panels 11, 11 of a building are connected by connection metal fittings, a through-material 15 vertically extending and connected at an upper end to a roof panel 13 and at a lower end to a foundation 16 is provided away from each wall panel 11, and the vertical frame material 21 of the wall panel 11 of each floor and the through-material 15 are connected by an oblique material 22 inclined with respect to a horizontal direction. Thus, when a pulling-out force is applied to the vertical frame material 21, this pulling-out force can be transmitted through the oblique material 22 to the through-material 15. Accordingly, the floating deformation of the vertical frame material 21 can be suppressed. In addition, as a large through-panel is unnecessary, there is no need to transport a large member from a factory, and construction on site can be facilitated.SELECTED DRAWING: Figure 1
【課題】地震時等において、壁パネルのたて枠材の浮き上がり変形を抑制できるとともに、現場での施工が容易である壁パネル連結構造を提供する。【解決手段】建物の上下階の壁パネル11,11のたて枠材21,21どうしが連結金具によって連結され、上下に延在し、かつ上端部が屋根パネル13に結合されるとともに、下端部が基礎16に結合された通し材15が壁パネル11から離間して設けられ、各階の壁パネル11のたて枠材21と、通し材15とが水平に対して傾斜する斜め材22によって連結されているので、たて枠材21に引抜力が作用した場合に、この引抜力を斜め材22を介して通し材15に伝達させることができる。したがって、たて枠材21の浮き上がり変形を抑制できる。また、大型の通し用パネルが不要となるので、工場から大型部材を搬送する必要がなく、現場での施工が容易となる。【選択図】図1
WALL PANEL CONNECTION STRUCTURE
壁パネル連結構造
KOBASHI TOMOKI (author) / TONAI SHIGEAKI (author)
2019-08-15
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS