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FORMWORK UNIT AND CONSTRUCTION METHOD OF CONCRETE STRUCTURE USING THE FORMWORK UNIT
To reduce construction period by facilitating the connection between the top and bottom.SOLUTION: The formwork unit comprises a plurality of vertical support posts 20 facing each other and spaced apart from each other and a sheathing board 50 bridged between the plurality of vertical support posts 20 facing each other. The vertical support post 20 is provided with fitted joint portions 60 and 70 at its lower end, and fitting joint portions 60 and 70 at its upper end. When the fitted joint portions 60 and 70 of one vertical support post 20 are fitted into the fitting joint portions 60 and 70 of the other vertical support post 20, the plurality of vertical support posts 20 are restricted in relative movement in the lateral direction of the vertical support posts 20 and are connected vertically to each other.SELECTED DRAWING: Figure 6
【課題】上下の連結を容易にすることにより工期の短縮化を図る。【解決手段】互いに離間して対向配置される複数の縦支柱20と、対向する複数の縦支柱20間に架け渡される堰板50とを備え、縦支柱20には、その下端部に被嵌合継手部60,70が設けられると共に、その上端部に嵌合継手部60,70が設けられており、複数の縦支柱20は、一の縦支柱20の被嵌合継手部60,70が他の縦支柱20の嵌合継手部60,70に嵌め込まれると、各縦支柱20の横方向への相対移動が規制されて互いに上下に連結される。【選択図】図6
FORMWORK UNIT AND CONSTRUCTION METHOD OF CONCRETE STRUCTURE USING THE FORMWORK UNIT
To reduce construction period by facilitating the connection between the top and bottom.SOLUTION: The formwork unit comprises a plurality of vertical support posts 20 facing each other and spaced apart from each other and a sheathing board 50 bridged between the plurality of vertical support posts 20 facing each other. The vertical support post 20 is provided with fitted joint portions 60 and 70 at its lower end, and fitting joint portions 60 and 70 at its upper end. When the fitted joint portions 60 and 70 of one vertical support post 20 are fitted into the fitting joint portions 60 and 70 of the other vertical support post 20, the plurality of vertical support posts 20 are restricted in relative movement in the lateral direction of the vertical support posts 20 and are connected vertically to each other.SELECTED DRAWING: Figure 6
【課題】上下の連結を容易にすることにより工期の短縮化を図る。【解決手段】互いに離間して対向配置される複数の縦支柱20と、対向する複数の縦支柱20間に架け渡される堰板50とを備え、縦支柱20には、その下端部に被嵌合継手部60,70が設けられると共に、その上端部に嵌合継手部60,70が設けられており、複数の縦支柱20は、一の縦支柱20の被嵌合継手部60,70が他の縦支柱20の嵌合継手部60,70に嵌め込まれると、各縦支柱20の横方向への相対移動が規制されて互いに上下に連結される。【選択図】図6
FORMWORK UNIT AND CONSTRUCTION METHOD OF CONCRETE STRUCTURE USING THE FORMWORK UNIT
型枠ユニット及び、型枠ユニットを用いたコンクリート構造物の構築方法
FUJIWARA SOICHI (author) / MIYAIRI HITOSHI (author)
2019-06-13
Patent
Electronic Resource
Japanese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
FORMWORK UNIT AND CONSTRUCTION METHOD OF CONCRETE STRUCTURE USING THE FORMWORK UNIT
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