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A platform for research: civil engineering, architecture and urbanism
TEMPORARILY PLACED SURPLUS SOIL STRUCTURE, SURPLUS SOIL TEMPORARILY PLACING METHOD, AND BACKFILL STRUCTURE USING TEMPORARILY PLACED SURPLUS SOIL
To provide a temporarily placed surplus soil structure and a surplus soil temporarily placing method, and a backfill structure using temporarily placed surplus soil which can secure as much surplus soil as possible without using a flexible container bag when temporarily placing surplus soil inside a frame-shaped groove with limited planar dimensions.SOLUTION: A dam material 30 having a planar shape of either a circular, elliptical, or track shape is installed inside a frame-shaped groove 10 formed by excavating the ground G in order to construct a frame-shaped foundation 20 in a plan view, and surplus soil generated when the ground G is excavated is temporarily placed inside the dam material 30, to form a temporarily placed surplus soil structure 70.SELECTED DRAWING: Figure 3B
【課題】平面寸法の限られた枠状溝の内側に残土を仮置きするに際して、フレコンバックを使用することなく、可及的に多くの残土量を確保することのできる、仮置き残土構造と残土仮置き方法と、仮置き残土による埋戻し構造を提供すること。【解決手段】平面視において枠状の基礎２０を施工するために地盤Ｇが掘削されて形成される、枠状溝１０の内側に、平面視形状が、円形、楕円形、もしくはトラック状のいずれか一種の堰材３０が設置され、地盤Ｇが掘削された際に発生した残土が、堰材３０の内部に仮置きされることにより、仮置き残土構造７０が形成される。【選択図】図３Ｂ
TEMPORARILY PLACED SURPLUS SOIL STRUCTURE, SURPLUS SOIL TEMPORARILY PLACING METHOD, AND BACKFILL STRUCTURE USING TEMPORARILY PLACED SURPLUS SOIL
To provide a temporarily placed surplus soil structure and a surplus soil temporarily placing method, and a backfill structure using temporarily placed surplus soil which can secure as much surplus soil as possible without using a flexible container bag when temporarily placing surplus soil inside a frame-shaped groove with limited planar dimensions.SOLUTION: A dam material 30 having a planar shape of either a circular, elliptical, or track shape is installed inside a frame-shaped groove 10 formed by excavating the ground G in order to construct a frame-shaped foundation 20 in a plan view, and surplus soil generated when the ground G is excavated is temporarily placed inside the dam material 30, to form a temporarily placed surplus soil structure 70.SELECTED DRAWING: Figure 3B
【課題】平面寸法の限られた枠状溝の内側に残土を仮置きするに際して、フレコンバックを使用することなく、可及的に多くの残土量を確保することのできる、仮置き残土構造と残土仮置き方法と、仮置き残土による埋戻し構造を提供すること。【解決手段】平面視において枠状の基礎２０を施工するために地盤Ｇが掘削されて形成される、枠状溝１０の内側に、平面視形状が、円形、楕円形、もしくはトラック状のいずれか一種の堰材３０が設置され、地盤Ｇが掘削された際に発生した残土が、堰材３０の内部に仮置きされることにより、仮置き残土構造７０が形成される。【選択図】図３Ｂ
TEMPORARILY PLACED SURPLUS SOIL STRUCTURE, SURPLUS SOIL TEMPORARILY PLACING METHOD, AND BACKFILL STRUCTURE USING TEMPORARILY PLACED SURPLUS SOIL
仮置き残土構造と残土仮置き方法、及び仮置き残土による埋戻し構造
KAWAKAMI HIROSHI (author) / MINAMINO TAKAHIRO (author)
2024-10-10
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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