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UNDERGROUND STRUCTURE, BUILDING AND METHOD FOR CONSTRUCTING UNDERGROUND STRUCTURE
To provide a method for constructing an underground structure which can be constructed at low cost even when a large vertical load acts on a part thereof.SOLUTION: A method for constructing an underground structure includes the steps of: driving a sub-structural column 21 into the ground in a central area 20A to construct a pile 12, and constructing an outside earth-retaining wall 30 and an inside earth-retaining wall 31 in an outer peripheral area 20B; constructing a first floor skeleton body 15A supported by the sub-structural column 21 in the central area 20A, and drilling the ground while suspending a timbering 32 in the outer peripheral area 20B; constructing a part of a mat foundation 13 and installing a steel column 22 in the outer peripheral area 20B, and constructing the first floor skeleton body 15B supported by the steel column 22; and drilling the ground and constructing the residual skeleton body in the central area 20A, and constructing the residual skeleton body while disassembling the inside earth-retaining wall 31 and the timbering 32 in the outer peripheral area 20B.SELECTED DRAWING: Figure 7
【課題】一部に大きな鉛直荷重が作用する場合であっても、低コストで構築できる、地下構造体の構築方法を提供する。【解決手段】地下構造体の構築方法は、中央エリア20Aにて地盤中に構真柱21を打ち込んで杭12を構築し、外周エリア20Bにて外側山留め壁30および内側山留め壁31を構築するステップと、中央エリア20Aにて構真柱21に支持させて1階床躯体15Aを構築し、外周エリア20Bにて支保工32を架設しながら地盤を掘削するステップと、外周エリア20Bにて、べた基礎13の一部を構築して鉄骨柱22の建方を行い、この鉄骨柱22に支持させて1階床躯体15Bを構築するステップと、中央エリア20Aにて、地盤を掘削して残りの躯体を構築するとともに、外周エリア20Bにて、内側山留め壁31および支保工32を解体しながら残りの躯体を構築するステップと、を備える。【選択図】図7
UNDERGROUND STRUCTURE, BUILDING AND METHOD FOR CONSTRUCTING UNDERGROUND STRUCTURE
To provide a method for constructing an underground structure which can be constructed at low cost even when a large vertical load acts on a part thereof.SOLUTION: A method for constructing an underground structure includes the steps of: driving a sub-structural column 21 into the ground in a central area 20A to construct a pile 12, and constructing an outside earth-retaining wall 30 and an inside earth-retaining wall 31 in an outer peripheral area 20B; constructing a first floor skeleton body 15A supported by the sub-structural column 21 in the central area 20A, and drilling the ground while suspending a timbering 32 in the outer peripheral area 20B; constructing a part of a mat foundation 13 and installing a steel column 22 in the outer peripheral area 20B, and constructing the first floor skeleton body 15B supported by the steel column 22; and drilling the ground and constructing the residual skeleton body in the central area 20A, and constructing the residual skeleton body while disassembling the inside earth-retaining wall 31 and the timbering 32 in the outer peripheral area 20B.SELECTED DRAWING: Figure 7
【課題】一部に大きな鉛直荷重が作用する場合であっても、低コストで構築できる、地下構造体の構築方法を提供する。【解決手段】地下構造体の構築方法は、中央エリア20Aにて地盤中に構真柱21を打ち込んで杭12を構築し、外周エリア20Bにて外側山留め壁30および内側山留め壁31を構築するステップと、中央エリア20Aにて構真柱21に支持させて1階床躯体15Aを構築し、外周エリア20Bにて支保工32を架設しながら地盤を掘削するステップと、外周エリア20Bにて、べた基礎13の一部を構築して鉄骨柱22の建方を行い、この鉄骨柱22に支持させて1階床躯体15Bを構築するステップと、中央エリア20Aにて、地盤を掘削して残りの躯体を構築するとともに、外周エリア20Bにて、内側山留め壁31および支保工32を解体しながら残りの躯体を構築するステップと、を備える。【選択図】図7
UNDERGROUND STRUCTURE, BUILDING AND METHOD FOR CONSTRUCTING UNDERGROUND STRUCTURE
地下構造体、建物、および地下構造体の構築方法
NAGAI KAZUOKI (author) / NEKOMOTO YASUHIKO (author) / NUKUSHINA HIDEO (author) / FUJIYAMA JUNJI (author) / WATANABE TORU (author)
2020-05-07
Patent
Electronic Resource
Japanese
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