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Culvert gate structure and construction method thereof
The invention relates to a culvert gate structure. The culvert gate structure comprises a water retaining gate plate arranged on the surface of a riverbed, wherein the length direction of the water retaining gate plate is perpendicular to the flow direction of water flow; a stepped groove is formed in the position, at the water retaining gate plate, of the surface of the riverbed; the height of the surface of the riverbed on the water facing side of the water retaining gate plate is smaller than the height of the surface of the riverbed on the water backing side of the water retaining gate plate; base blocks are fixed to the positions, at the two ends of the water retaining gate plate, of the riverbed; the two ends of the water retaining gate plate are rotationally connected with the two base blocks correspondingly; the interior of the water retaining gate plate is hollow; and the water retaining gate plate is provided with a water filling assembly used for filling the water retaininggate plate with water and a water discharging assembly used for discharging the water in the water retaining gate plate. According to the culvert gate structure, a worker can discharge the water in the water retaining gate plate through the water discharging assembly, the water retaining gate plate can be driven to rotate by means of the impact force of the water flow, and therefore the energy loss of the worker in the process of opening the water retaining gate plate and carrying out flood discharge is reduced.
本申请涉及一种涵闸结构,包括设置于河床表面上的挡水闸板,所述挡水闸板的长度方向与水流流向垂直,所述挡水闸板处的河床表面上开设有阶梯槽,所述挡水闸板迎水一侧的河床表面高度小于挡水闸板背水一侧的河床表面高度,所述挡水闸板两端的河床上均固定有基块,所述挡水闸板的两端分别与两个基块转动连接,所述挡水闸板内部中空,所述挡水闸板上设置有用于对挡水闸板内部充水的充水组件以及用于将挡水闸板内部的水排出的排水组件。本申请中,工作人员通过排水组件即可将挡水闸板内的水排出,依靠水流的冲击力即可驱使挡水闸板转动,从而降低了工作人员打开挡水闸板并进行泄洪过程中的能量损耗。
Culvert gate structure and construction method thereof
The invention relates to a culvert gate structure. The culvert gate structure comprises a water retaining gate plate arranged on the surface of a riverbed, wherein the length direction of the water retaining gate plate is perpendicular to the flow direction of water flow; a stepped groove is formed in the position, at the water retaining gate plate, of the surface of the riverbed; the height of the surface of the riverbed on the water facing side of the water retaining gate plate is smaller than the height of the surface of the riverbed on the water backing side of the water retaining gate plate; base blocks are fixed to the positions, at the two ends of the water retaining gate plate, of the riverbed; the two ends of the water retaining gate plate are rotationally connected with the two base blocks correspondingly; the interior of the water retaining gate plate is hollow; and the water retaining gate plate is provided with a water filling assembly used for filling the water retaininggate plate with water and a water discharging assembly used for discharging the water in the water retaining gate plate. According to the culvert gate structure, a worker can discharge the water in the water retaining gate plate through the water discharging assembly, the water retaining gate plate can be driven to rotate by means of the impact force of the water flow, and therefore the energy loss of the worker in the process of opening the water retaining gate plate and carrying out flood discharge is reduced.
本申请涉及一种涵闸结构,包括设置于河床表面上的挡水闸板,所述挡水闸板的长度方向与水流流向垂直,所述挡水闸板处的河床表面上开设有阶梯槽,所述挡水闸板迎水一侧的河床表面高度小于挡水闸板背水一侧的河床表面高度,所述挡水闸板两端的河床上均固定有基块,所述挡水闸板的两端分别与两个基块转动连接,所述挡水闸板内部中空,所述挡水闸板上设置有用于对挡水闸板内部充水的充水组件以及用于将挡水闸板内部的水排出的排水组件。本申请中,工作人员通过排水组件即可将挡水闸板内的水排出,依靠水流的冲击力即可驱使挡水闸板转动,从而降低了工作人员打开挡水闸板并进行泄洪过程中的能量损耗。
Culvert gate structure and construction method thereof
一种涵闸结构及其施工方法
MA JUN (author) / CAO HONGMEI (author) / GUO LIHUA (author) / WU PEILI (author)
2021-01-15
Patent
Electronic Resource
Chinese
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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