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A platform for research: civil engineering, architecture and urbanism
PLANAR STRUCTURE OF BEAM
To provide planar structure of beams that can sufficiently bear a load from upper columns or load bearing walls and restrict deflections of divided beams.SOLUTION: The planar structure of beams comprises built-up beams 10 and 20 where beam members 11, 12, 21 and 22 made of shaped steel are vertically stacked. In an orthogonal section J1 where the built-up beams 10 and 20 are intersected by providing the built-up beams 10 and 20 so as to intersect with each other in a plan view, upper beam members of one built-up beam 10 are a continuous upper through beam 11 and upper beam members of the other built-up beam 20 are an upper divided beam 21 where the upper through beam 11 is sandwiched and that is divided into each other, and lower beam members of the other built-up beam 20 are a continuous lower through beam 22 and lower beam members of one built-up beam 10 are a lower divided beam 12 where the lower through beam 22 is sandwiched and that is divided into each other.SELECTED DRAWING: Figure 2
【課題】上部の柱や耐力壁からの荷重を十分に負担できるとともに、分割梁の撓みを抑制できる梁の平面構造を提供する。【解決手段】形鋼によって形成された梁部材１１，１２，２１，２２を上下に積み重ねてなる組立梁１０，２０を備え、組立梁１０，２０が平面視において互いに直交して設けられ、組立梁１０，２０が直交する直交部Ｊ１において、一方の組立梁１０の上側の梁部材は連続した上側通し梁１１となっており、他方の組立梁２０の上側の梁部材は上側通し梁１１を挟んで分割された上側分割梁２１となっており、他方の組立梁２０の下側の梁部材は連続した下側通し梁２２となっており、一方の組立梁１０の下側の梁部材は下側通し梁２２を挟んで分割された下側分割梁１２となっている。【選択図】図２
PLANAR STRUCTURE OF BEAM
To provide planar structure of beams that can sufficiently bear a load from upper columns or load bearing walls and restrict deflections of divided beams.SOLUTION: The planar structure of beams comprises built-up beams 10 and 20 where beam members 11, 12, 21 and 22 made of shaped steel are vertically stacked. In an orthogonal section J1 where the built-up beams 10 and 20 are intersected by providing the built-up beams 10 and 20 so as to intersect with each other in a plan view, upper beam members of one built-up beam 10 are a continuous upper through beam 11 and upper beam members of the other built-up beam 20 are an upper divided beam 21 where the upper through beam 11 is sandwiched and that is divided into each other, and lower beam members of the other built-up beam 20 are a continuous lower through beam 22 and lower beam members of one built-up beam 10 are a lower divided beam 12 where the lower through beam 22 is sandwiched and that is divided into each other.SELECTED DRAWING: Figure 2
【課題】上部の柱や耐力壁からの荷重を十分に負担できるとともに、分割梁の撓みを抑制できる梁の平面構造を提供する。【解決手段】形鋼によって形成された梁部材１１，１２，２１，２２を上下に積み重ねてなる組立梁１０，２０を備え、組立梁１０，２０が平面視において互いに直交して設けられ、組立梁１０，２０が直交する直交部Ｊ１において、一方の組立梁１０の上側の梁部材は連続した上側通し梁１１となっており、他方の組立梁２０の上側の梁部材は上側通し梁１１を挟んで分割された上側分割梁２１となっており、他方の組立梁２０の下側の梁部材は連続した下側通し梁２２となっており、一方の組立梁１０の下側の梁部材は下側通し梁２２を挟んで分割された下側分割梁１２となっている。【選択図】図２
PLANAR STRUCTURE OF BEAM
梁の平面構造
KOBASHI TOMOKI (author) / SHISHIDO TADAKAZU (author)
2020-04-30
Patent
Electronic Resource
Japanese
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