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FRAME STRUCTURE OF ROOF UNIT AND GROUND ASSEMBLY METHOD OF ROOF UNIT
To provide a framework structure of a roof unit and a ground assembly method of the roof unit capable of easily connecting even inclined members.SOLUTION: A male side upper chord member 14 is provided with an insertion part 16, and the insertion part 16 is fixed to a female side upper chord member 12 in a state of being inserted into the female side upper chord member 12. Herein, tapered parts 32 are formed in vertical wall parts 16C, 16D of the insertion part 16, each of gaps S is provided between the tapered part and an upper wall part 16A, and the upper wall part 16A is elastically deformable. When the insertion part 16 of the male side upper chord member 14 is inserted into the female side upper chord member 12, the upper wall part 16A of the insertion part 16 is elastically deformed to smoothly insert the insertion part 16 into the female side upper chord member 12. Thus, even when the female side upper chord member 12 and the male side upper chord member 14 are connected in an inclined state with respect to a substantially horizontal plane, elastically deforming the insertion part 16 of the male side upper chord member 14 allows the insertion part 16 to be inserted into the female side upper chord member 12.SELECTED DRAWING: Figure 2
【課題】傾斜している部材同士であっても容易に接続させることが可能な屋根ユニットの骨組構造及び屋根ユニットの地組方法を得る。【解決手段】雄側上弦材１４には挿入部１６が設けられており、挿入部１６が雌側上弦材１２内へ挿入された状態で雌側上弦材１２に固定される。ここで、挿入部１６の縦壁部１６Ｃ、１６Ｄは、テーパ部３２が形成され、上壁部１６Ａとの間に隙間Ｓが設けられ、上壁部１６Ａが弾性変形可能としている。そして、雌側上弦材１２内へ雄側上弦材１４の挿入部１６を挿入させるとき、挿入部１６の上壁部１６Ａが弾性変形することで、当該挿入部１６をスムーズに雌側上弦材１２内へ挿入させることができる。これにより、雌側上弦材１２及び雄側上弦材１４が略水平面に対して傾斜した状態で接続される場合であっても、雄側上弦材１４の挿入部１６を弾性変形させることで、当該挿入部１６を雌側上弦材１２内へ挿入することができる。【選択図】図２
FRAME STRUCTURE OF ROOF UNIT AND GROUND ASSEMBLY METHOD OF ROOF UNIT
To provide a framework structure of a roof unit and a ground assembly method of the roof unit capable of easily connecting even inclined members.SOLUTION: A male side upper chord member 14 is provided with an insertion part 16, and the insertion part 16 is fixed to a female side upper chord member 12 in a state of being inserted into the female side upper chord member 12. Herein, tapered parts 32 are formed in vertical wall parts 16C, 16D of the insertion part 16, each of gaps S is provided between the tapered part and an upper wall part 16A, and the upper wall part 16A is elastically deformable. When the insertion part 16 of the male side upper chord member 14 is inserted into the female side upper chord member 12, the upper wall part 16A of the insertion part 16 is elastically deformed to smoothly insert the insertion part 16 into the female side upper chord member 12. Thus, even when the female side upper chord member 12 and the male side upper chord member 14 are connected in an inclined state with respect to a substantially horizontal plane, elastically deforming the insertion part 16 of the male side upper chord member 14 allows the insertion part 16 to be inserted into the female side upper chord member 12.SELECTED DRAWING: Figure 2
【課題】傾斜している部材同士であっても容易に接続させることが可能な屋根ユニットの骨組構造及び屋根ユニットの地組方法を得る。【解決手段】雄側上弦材１４には挿入部１６が設けられており、挿入部１６が雌側上弦材１２内へ挿入された状態で雌側上弦材１２に固定される。ここで、挿入部１６の縦壁部１６Ｃ、１６Ｄは、テーパ部３２が形成され、上壁部１６Ａとの間に隙間Ｓが設けられ、上壁部１６Ａが弾性変形可能としている。そして、雌側上弦材１２内へ雄側上弦材１４の挿入部１６を挿入させるとき、挿入部１６の上壁部１６Ａが弾性変形することで、当該挿入部１６をスムーズに雌側上弦材１２内へ挿入させることができる。これにより、雌側上弦材１２及び雄側上弦材１４が略水平面に対して傾斜した状態で接続される場合であっても、雄側上弦材１４の挿入部１６を弾性変形させることで、当該挿入部１６を雌側上弦材１２内へ挿入することができる。【選択図】図２
FRAME STRUCTURE OF ROOF UNIT AND GROUND ASSEMBLY METHOD OF ROOF UNIT
屋根ユニットの骨組構造及び屋根ユニットの地組方法
OGATA TAKESHI (author)
2021-06-17
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
| European Patent Office | 2020