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CONSTRUCTION METHOD AND MOLD STRUCTURE OF FOUNDATION, AND REINFORCING TOOL FOR PERMANENT MOLD
PROBLEM TO BE SOLVED: To form a deep foundation readily at a reduced cost.SOLUTION: A pair of plate-form molds (31, 51) for a deep foundation is installed in an excavated part (10) facing each other, the molds for a deep foundation including a permanent mold (31) having reinforcing members (41, 42) fitted at top and bottom. Mold-width fasteners (61, 62) are spanned between the molds (31, 51) for a deep foundation for retaining an interval between the molds (31, 51) for a deep foundation, and an edge part of the permanent mold (31) is held by the mold-width fasteners (61, 62) through the reinforcing members (41, 42). Then, soil is refilled in a space outside of the permanent mold (31) in the excavated part. After refilling the soil, concrete is poured between the molds (31, 51) for a deep foundation, thus installing a deep foundation part (21).SELECTED DRAWING: Figure 4
【課題】コストを抑えて簡易に深基礎部を形成する。【解決手段】掘削部(10)内に、上下に補強部材(41,42)が取付けられた捨て型枠(31)を含む、一対の板状の深基礎用型枠(31,51)を対面状態で設置する。このとき、深基礎用型枠(31,51)間の間隔を保持とするために、幅止め具(61,62)を深基礎用型枠(31,51)間に架け渡し、補強部材(41,42)を介して捨て型枠(31)の端部を幅止め具(61,62)に保持させる。その後、掘削部における捨て型枠(31)の外側の空間に、土を埋め戻す。土を埋め戻した後に、深基礎用型枠(31,51)間にコンクリートを流し込み、深基礎部(21)を打設する。【選択図】図4
CONSTRUCTION METHOD AND MOLD STRUCTURE OF FOUNDATION, AND REINFORCING TOOL FOR PERMANENT MOLD
PROBLEM TO BE SOLVED: To form a deep foundation readily at a reduced cost.SOLUTION: A pair of plate-form molds (31, 51) for a deep foundation is installed in an excavated part (10) facing each other, the molds for a deep foundation including a permanent mold (31) having reinforcing members (41, 42) fitted at top and bottom. Mold-width fasteners (61, 62) are spanned between the molds (31, 51) for a deep foundation for retaining an interval between the molds (31, 51) for a deep foundation, and an edge part of the permanent mold (31) is held by the mold-width fasteners (61, 62) through the reinforcing members (41, 42). Then, soil is refilled in a space outside of the permanent mold (31) in the excavated part. After refilling the soil, concrete is poured between the molds (31, 51) for a deep foundation, thus installing a deep foundation part (21).SELECTED DRAWING: Figure 4
【課題】コストを抑えて簡易に深基礎部を形成する。【解決手段】掘削部(10)内に、上下に補強部材(41,42)が取付けられた捨て型枠(31)を含む、一対の板状の深基礎用型枠(31,51)を対面状態で設置する。このとき、深基礎用型枠(31,51)間の間隔を保持とするために、幅止め具(61,62)を深基礎用型枠(31,51)間に架け渡し、補強部材(41,42)を介して捨て型枠(31)の端部を幅止め具(61,62)に保持させる。その後、掘削部における捨て型枠(31)の外側の空間に、土を埋め戻す。土を埋め戻した後に、深基礎用型枠(31,51)間にコンクリートを流し込み、深基礎部(21)を打設する。【選択図】図4
CONSTRUCTION METHOD AND MOLD STRUCTURE OF FOUNDATION, AND REINFORCING TOOL FOR PERMANENT MOLD
基礎の施工方法および型枠構造、ならびに、捨て型枠用補強具
OTSUBO RYUICHI (Autor:in) / SUZUKI KINYA (Autor:in)
28.12.2016
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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