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A platform for research: civil engineering, architecture and urbanism
UNDERGROUND CONTINUOUS WALL AND CONSTRUCTION METHOD FOR UNDERGROUND CONTINUOUS WALL
To provide an underground continuous wall and a construction method for underground continuous walls that can easily be constructed, and that can efficiently transmit in-plane shear forces between a first element (preceding element) and a second element (following element).SOLUTION: In an underground continuous wall 1A, a preceding element 2 (first element) and a following element 3 (second element) that are constructed next to a ground 11 are connected via a joint 4. The joint 4 is provided, in a height direction, across the end surfaces of the preceding element 2 and the following element 3 on the side in which they are connected. The joint 4 has a partition 41 for which concrete 21 of the preceding element 2 is set on one surface, and concrete 31 of the following element 3 is set on the other surface. A diamond plate, the surface of which is provided with a plurality of protrusions 411, is used for the partition 41.SELECTED DRAWING: Figure 1
【課題】容易に施工することができるとともに、第１エレメント（先行エレメント）と第２エレメント（後行エレメント）との間で面内せん断力を効率的に伝達させることができる地中連続壁および地中連続壁の施工方法を提供する。【解決手段】地盤１１に隣接して構築される先行エレメント２（第１エレメント）と後行エレメント３（第２エレメント）とが、継手部４を介して連結される地中連続壁１Ａにおいて、継手部４は、先行エレメント２および後行エレメント３の互いに連結される側の端面に高さ方向全体にわたって設けられ、一方の面に先行エレメント２のコンクリート２１が定着し、他方の面に後行エレメント３のコンクリート３１が定着する仕切り板４１を有し、仕切り板４１には、表面に複数の突起部４１１が形成された縞鋼板を用いる。【選択図】図１
UNDERGROUND CONTINUOUS WALL AND CONSTRUCTION METHOD FOR UNDERGROUND CONTINUOUS WALL
To provide an underground continuous wall and a construction method for underground continuous walls that can easily be constructed, and that can efficiently transmit in-plane shear forces between a first element (preceding element) and a second element (following element).SOLUTION: In an underground continuous wall 1A, a preceding element 2 (first element) and a following element 3 (second element) that are constructed next to a ground 11 are connected via a joint 4. The joint 4 is provided, in a height direction, across the end surfaces of the preceding element 2 and the following element 3 on the side in which they are connected. The joint 4 has a partition 41 for which concrete 21 of the preceding element 2 is set on one surface, and concrete 31 of the following element 3 is set on the other surface. A diamond plate, the surface of which is provided with a plurality of protrusions 411, is used for the partition 41.SELECTED DRAWING: Figure 1
【課題】容易に施工することができるとともに、第１エレメント（先行エレメント）と第２エレメント（後行エレメント）との間で面内せん断力を効率的に伝達させることができる地中連続壁および地中連続壁の施工方法を提供する。【解決手段】地盤１１に隣接して構築される先行エレメント２（第１エレメント）と後行エレメント３（第２エレメント）とが、継手部４を介して連結される地中連続壁１Ａにおいて、継手部４は、先行エレメント２および後行エレメント３の互いに連結される側の端面に高さ方向全体にわたって設けられ、一方の面に先行エレメント２のコンクリート２１が定着し、他方の面に後行エレメント３のコンクリート３１が定着する仕切り板４１を有し、仕切り板４１には、表面に複数の突起部４１１が形成された縞鋼板を用いる。【選択図】図１
UNDERGROUND CONTINUOUS WALL AND CONSTRUCTION METHOD FOR UNDERGROUND CONTINUOUS WALL
地中連続壁および地中連続壁の施工方法
KANEMOTO KIYOOMI (author)
2020-10-08
Patent
Electronic Resource
Japanese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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