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Prestressed gate pier structure and construction method
The invention relates to the technical field of water conservancy projects, and particularly provides a prestressed gate pier structure and a construction method. The prestressed gate pier structure comprises a gate pier body, a gate rail arranged on the right end side of the gate pier body in the vertical direction, and a gate which is installed in the gate rail in a sliding mode and can ascend and descend. A second water storage channel located on the same left-right straight line with the first water storage channel is formed in the right side of the top of the water storage side of the gate pier body, a separation part is arranged between the first water storage channel and the second water storage channel, and the left end of the first water storage channel is directly communicated with the left side of the gate pier body; in order to automatically start a plug seat in a manner of triggering a paddle plate to rotate upwards by utilizing water surface ripples when the water quantity of the water storage side of the gate pier body is large or the water pressure is high, the water pressure of the water storage side is released, so that the purposes of automatically protecting the gate pier body and improving the strength are achieved.
本发明涉水利工程技术领域,尤其是提供了一种预应力闸墩结构及施工方法,一种预应力闸墩结构包括闸墩本体、沿着垂直方向开设在所述闸墩本体右端侧上的闸门轨道、滑动安装在所述闸门轨道中且能够升降动作的闸门、所述闸墩本体的储水侧顶部右侧开设有与所述第一储水槽道在同一左右直线上的第二储水槽道,所述第一储水槽道与所述第二储水槽道之间设有分隔部,所述第一储水槽道的左端直通所述闸墩本体的左侧,为了当闸墩本体的储水侧的水量较多、或水压较高时,能够利用水面荡漾击发浆板向上旋转的方式,自动启动塞座自动开启,使储水侧水压得到释放,以使闸墩本体实现自动保护,提高强度的目的。
Prestressed gate pier structure and construction method
The invention relates to the technical field of water conservancy projects, and particularly provides a prestressed gate pier structure and a construction method. The prestressed gate pier structure comprises a gate pier body, a gate rail arranged on the right end side of the gate pier body in the vertical direction, and a gate which is installed in the gate rail in a sliding mode and can ascend and descend. A second water storage channel located on the same left-right straight line with the first water storage channel is formed in the right side of the top of the water storage side of the gate pier body, a separation part is arranged between the first water storage channel and the second water storage channel, and the left end of the first water storage channel is directly communicated with the left side of the gate pier body; in order to automatically start a plug seat in a manner of triggering a paddle plate to rotate upwards by utilizing water surface ripples when the water quantity of the water storage side of the gate pier body is large or the water pressure is high, the water pressure of the water storage side is released, so that the purposes of automatically protecting the gate pier body and improving the strength are achieved.
本发明涉水利工程技术领域,尤其是提供了一种预应力闸墩结构及施工方法,一种预应力闸墩结构包括闸墩本体、沿着垂直方向开设在所述闸墩本体右端侧上的闸门轨道、滑动安装在所述闸门轨道中且能够升降动作的闸门、所述闸墩本体的储水侧顶部右侧开设有与所述第一储水槽道在同一左右直线上的第二储水槽道,所述第一储水槽道与所述第二储水槽道之间设有分隔部,所述第一储水槽道的左端直通所述闸墩本体的左侧,为了当闸墩本体的储水侧的水量较多、或水压较高时,能够利用水面荡漾击发浆板向上旋转的方式,自动启动塞座自动开启,使储水侧水压得到释放,以使闸墩本体实现自动保护,提高强度的目的。
Prestressed gate pier structure and construction method
一种预应力闸墩结构及施工方法
HE XIAOTONG (author) / HU XIAFENG (author) / HUANG SHANGHENG (author) / RAN XU (author) / LIU QICHAO (author)
2024-02-02
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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