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TEMPORARY COFFERING FACILITY FOR REPAIRING FLOOD SPILLWAY GATE OF DAM BODY

机译:大坝体溢洪道闸门临时修OFF设施

摘要

PROBLEM TO BE SOLVED: To provide a temporary coffering facility for repairing a flood spillway gate of a dam body that satisfactorily performs damming-up function at a time of normal water level, conducts water safely and securely at a time of flood, and offers high workability and economic efficiency.SOLUTION: A temporary coffering facility 25 is for reforming a flood spillway gate of a dam body 30. A damming-up mechanism comprises a rotatable door body 5 supported by a flexible hinge sheet 7 on a top surface of a foundation base 38, and flexible bag bodies 12 (A,B) installed on a downstream side of the door body 5. A flap gate 3 is configured such that when the bag bodies 12 (A,B) expand, a top part of the door body 5 is rotated to an erected position U at a height almost equivalent to a top part of a flood spillway gate 31, and when the bag bodies 12 (A,B) contract, a front surface of the door body 5 is rotated to a falling position D at a height almost equivalent to a bottom part of the flood spillway gate 31.SELECTED DRAWING: Figure 2
机译:要解决的问题:提供一个临时的保险箱设施,用于修理坝体的溢洪道闸门,该闸门在正常水位时能令人满意地履行拦河坝的功能,在洪水时安全可靠地导水,并提供高水位。解决方案:临时保险箱设施25用于改造坝体30的泄洪闸门。筑坝机构包括由可旋转的门体5支撑,该可旋转的门体5由柔性铰链板7支撑在地基的顶面上。基座38和安装在门体5的下游侧的柔性袋体12(A,B)。挡板门3被构造成使得当袋体12(A,B)膨胀时,门的顶部主体5在几乎等于泄洪闸31的顶部的高度处旋转到竖立位置U,并且当袋主体12(A,B)收缩时,门主体5的前表面旋转至下降位置D的高度几乎等于底部o f泄洪闸门31.选择的图纸:图2

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