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FOUNDATION STRUCTURE OF BUILDING AND CONSTRUCTION METHOD OF FOUNDATION STRUCTURE
To provide a foundation structure of a building which can easily secure strength and durability of a support ground, when the inside of an existing underground skeleton is backfilled and is used as the support ground.SOLUTION: In a foundation structure 1 of a building 2, the inside of a wall body 112 of an existing underground skeleton 11 having a floor body 111 and a wall body 112 on the outer peripheral part of the floor body is filled with a backfilling material 13. The backfilling material 13 is a material having flowability, and the building 2 above the backfilling material 13 and the upper part of the wall body 112 are connected to each other by a reinforcing floor 3. The building 2 is provided on the upper surface of the backfilling material 13, and the reinforcing floor 3 is provided between the building 2 and the wall body 112.SELECTED DRAWING: Figure 1
【課題】既存地下躯体の内部を埋め戻して支持地盤とする場合に、支持地盤の強度や耐久性等を容易に確保できる建物の基礎構造等を提供する。【解決手段】建物2の基礎構造1では、床体111とその外周部の壁体112とを有する既存地下躯体11の壁体112の内側が埋戻材13で充填される。埋戻材13は流動性を有する材料であり、埋戻材13の上方の建物2と、壁体112の上部とが補強床3で連結される。建物2は埋戻材13の上面に設けられ、補強床3は建物2と壁体112の間に設けられる。【選択図】図1
FOUNDATION STRUCTURE OF BUILDING AND CONSTRUCTION METHOD OF FOUNDATION STRUCTURE
To provide a foundation structure of a building which can easily secure strength and durability of a support ground, when the inside of an existing underground skeleton is backfilled and is used as the support ground.SOLUTION: In a foundation structure 1 of a building 2, the inside of a wall body 112 of an existing underground skeleton 11 having a floor body 111 and a wall body 112 on the outer peripheral part of the floor body is filled with a backfilling material 13. The backfilling material 13 is a material having flowability, and the building 2 above the backfilling material 13 and the upper part of the wall body 112 are connected to each other by a reinforcing floor 3. The building 2 is provided on the upper surface of the backfilling material 13, and the reinforcing floor 3 is provided between the building 2 and the wall body 112.SELECTED DRAWING: Figure 1
【課題】既存地下躯体の内部を埋め戻して支持地盤とする場合に、支持地盤の強度や耐久性等を容易に確保できる建物の基礎構造等を提供する。【解決手段】建物2の基礎構造1では、床体111とその外周部の壁体112とを有する既存地下躯体11の壁体112の内側が埋戻材13で充填される。埋戻材13は流動性を有する材料であり、埋戻材13の上方の建物2と、壁体112の上部とが補強床3で連結される。建物2は埋戻材13の上面に設けられ、補強床3は建物2と壁体112の間に設けられる。【選択図】図1
FOUNDATION STRUCTURE OF BUILDING AND CONSTRUCTION METHOD OF FOUNDATION STRUCTURE
建物の基礎構造および基礎構造の施工方法
TANAKA HIROYUKI (author) / SANO KIMITOSHI (author) / UENO YASUNAGA (author)
2024-08-29
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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