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TEMPORARY COFFERDAM BODY, AND FORMING METHOD FOR CLOSED TYPE TEMPORARY COFFERDAM BODY
To provide a temporary cofferdam body and a forming method for a closed type temporary cofferdam body that enable both complete and partial closure of the surroundings of a weir and transmit an axial force caused by water pressure when closed and internally drained, in the circumferential direction.SOLUTION: In temporary cofferdam bodies 100, 200 constructed around a weir pillar 10, an upstream box body 20 and a downstream box body 30 are arranged around the weir pillar 10, there is a first gap 10a at a lateral side of the weir pillar 10, and the upstream box body 20 and the downstream box body 30 respectively comprise an upstream wall body 40 and a downstream wall body 50. By closing the wall bodies 40, 50, a closed type temporary cofferdam body 200 is formed. When the first gap 10a is closed, ends 42, 52 of the wall bodies 40, 50 are connected by a continuing member 80, and an axial force N caused by water pressure P acting on the temporary cofferdam body 200 by draining water between the temporary cofferdam body 200 and the weir pillar 10 is transmitted in the circumferential direction of the temporary cofferdam body 200 via the continuing member 80.SELECTED DRAWING: Figure 8B
【課題】堰の周囲の完全閉塞と一部閉塞を可能にし、閉合して内部の水抜きをした際に作用する水圧に起因する軸力を周方向へ伝達可能にする、仮締切り体と、閉塞型の仮締切り体の形成方法を提供する。【解決手段】堰柱10の周囲に構築される仮締切り体100,200であり、堰柱10の周囲には上流側箱体20と下流側箱体30が配設され、堰柱10の側方には第1隙間10aがあり、上流側箱体20と下流側箱体30はそれぞれ上流側壁体40と下流側壁体50を備えており、壁体40,50を閉合することにより、閉塞型の仮締切り体200が形成され、第1隙間10aが閉塞された際に、壁体40,50の端部42,52同士が連続部材80により連続され、仮締切り体200と堰柱10の間の水が抜かれることにより仮締切り体200に作用する水圧Pに起因する軸力Nが、連続部材80を介して仮締切り体200の周方向に伝達される。【選択図】図8B
TEMPORARY COFFERDAM BODY, AND FORMING METHOD FOR CLOSED TYPE TEMPORARY COFFERDAM BODY
To provide a temporary cofferdam body and a forming method for a closed type temporary cofferdam body that enable both complete and partial closure of the surroundings of a weir and transmit an axial force caused by water pressure when closed and internally drained, in the circumferential direction.SOLUTION: In temporary cofferdam bodies 100, 200 constructed around a weir pillar 10, an upstream box body 20 and a downstream box body 30 are arranged around the weir pillar 10, there is a first gap 10a at a lateral side of the weir pillar 10, and the upstream box body 20 and the downstream box body 30 respectively comprise an upstream wall body 40 and a downstream wall body 50. By closing the wall bodies 40, 50, a closed type temporary cofferdam body 200 is formed. When the first gap 10a is closed, ends 42, 52 of the wall bodies 40, 50 are connected by a continuing member 80, and an axial force N caused by water pressure P acting on the temporary cofferdam body 200 by draining water between the temporary cofferdam body 200 and the weir pillar 10 is transmitted in the circumferential direction of the temporary cofferdam body 200 via the continuing member 80.SELECTED DRAWING: Figure 8B
【課題】堰の周囲の完全閉塞と一部閉塞を可能にし、閉合して内部の水抜きをした際に作用する水圧に起因する軸力を周方向へ伝達可能にする、仮締切り体と、閉塞型の仮締切り体の形成方法を提供する。【解決手段】堰柱10の周囲に構築される仮締切り体100,200であり、堰柱10の周囲には上流側箱体20と下流側箱体30が配設され、堰柱10の側方には第1隙間10aがあり、上流側箱体20と下流側箱体30はそれぞれ上流側壁体40と下流側壁体50を備えており、壁体40,50を閉合することにより、閉塞型の仮締切り体200が形成され、第1隙間10aが閉塞された際に、壁体40,50の端部42,52同士が連続部材80により連続され、仮締切り体200と堰柱10の間の水が抜かれることにより仮締切り体200に作用する水圧Pに起因する軸力Nが、連続部材80を介して仮締切り体200の周方向に伝達される。【選択図】図8B
TEMPORARY COFFERDAM BODY, AND FORMING METHOD FOR CLOSED TYPE TEMPORARY COFFERDAM BODY
仮締切り体と、閉塞型の仮締切り体の形成方法
KODA SATOSHI (Autor:in) / ICHIKAWA YOSHITAKA (Autor:in)
01.11.2023
Patent
Elektronische Ressource
Japanisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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