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A platform for research: civil engineering, architecture and urbanism
CARRYING IN/OUT METHOD OF STEEL MOLD FRAME TO FOUNDATION CONSTRUCTION SITE, STEEL MOLD FRAME ASSEMBLY METAL FITTING, AND STEEL MOLD FRAME CARRYING CONTAINER
To provide a carrying in/out method for facilitating operation of carrying out/in of a steel mold frame group to a foundation construction site.SOLUTION: A steel mold frame assembly metal fitting A1 is used to form a steel mold frame carrying container C1 by assembling five rectangular steel mold frames F1, F2 in total in a hollow rectangular parallelepiped shape selected from a steel mold frame group used in a foundation installation site by using four steel mold frame assembly metal fittings A1 where corner insertion grooves 7 are formed between support steel plates 5, 6 by integrally arranging the upper and lower support steel plates 5, 6 inside of an inner orthogonal steel plate 2, wherein orthogonal insertion grooves 4 are formed between orthogonal steel plates 1, 2 by connecting the inner and outer orthogonal steel plates 1, 2 with bottom part connection steel plates 3 with a specific gap therebetween.SELECTED DRAWING: Figure 6
【課題】基礎施工現場に対する鋼製型枠群の搬入出の作業を容易にすることである。【解決手段】鋼製型枠組付け金具Ａ1は、内外の各直交鋼板１，２を所定間隔をおいて底部連結鋼板３で連結することで、各直交鋼板１，２の間に直交挿入溝４が形成され、内直交鋼板２の内側に上下の各支持鋼板５，６を一体に設けることで、各支持鋼板５，６の間に隅部挿入溝７が形成された計４個の鋼製型枠組付け金具Ａ1を用いて、基礎施工現場で使用する鋼製型枠群から選択された方形状の計５枚の鋼製型枠Ｆ1，Ｆ2を中空直方体状に組み付けて、鋼製型枠搬送コンテナＣ1を形成する。【選択図】 図６
CARRYING IN/OUT METHOD OF STEEL MOLD FRAME TO FOUNDATION CONSTRUCTION SITE, STEEL MOLD FRAME ASSEMBLY METAL FITTING, AND STEEL MOLD FRAME CARRYING CONTAINER
To provide a carrying in/out method for facilitating operation of carrying out/in of a steel mold frame group to a foundation construction site.SOLUTION: A steel mold frame assembly metal fitting A1 is used to form a steel mold frame carrying container C1 by assembling five rectangular steel mold frames F1, F2 in total in a hollow rectangular parallelepiped shape selected from a steel mold frame group used in a foundation installation site by using four steel mold frame assembly metal fittings A1 where corner insertion grooves 7 are formed between support steel plates 5, 6 by integrally arranging the upper and lower support steel plates 5, 6 inside of an inner orthogonal steel plate 2, wherein orthogonal insertion grooves 4 are formed between orthogonal steel plates 1, 2 by connecting the inner and outer orthogonal steel plates 1, 2 with bottom part connection steel plates 3 with a specific gap therebetween.SELECTED DRAWING: Figure 6
【課題】基礎施工現場に対する鋼製型枠群の搬入出の作業を容易にすることである。【解決手段】鋼製型枠組付け金具Ａ1は、内外の各直交鋼板１，２を所定間隔をおいて底部連結鋼板３で連結することで、各直交鋼板１，２の間に直交挿入溝４が形成され、内直交鋼板２の内側に上下の各支持鋼板５，６を一体に設けることで、各支持鋼板５，６の間に隅部挿入溝７が形成された計４個の鋼製型枠組付け金具Ａ1を用いて、基礎施工現場で使用する鋼製型枠群から選択された方形状の計５枚の鋼製型枠Ｆ1，Ｆ2を中空直方体状に組み付けて、鋼製型枠搬送コンテナＣ1を形成する。【選択図】 図６
CARRYING IN/OUT METHOD OF STEEL MOLD FRAME TO FOUNDATION CONSTRUCTION SITE, STEEL MOLD FRAME ASSEMBLY METAL FITTING, AND STEEL MOLD FRAME CARRYING CONTAINER
基礎施工現場に対する鋼製型枠の搬入出方法、鋼製型枠組付け金具、及び鋼製型枠搬送コンテナ
SASAKI ZENJI (author) / SASAKI YUICHIRO (author)
2022-01-26
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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