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Temporary cofferdam manner, temporary cofferdam structure

机译:临时围堰方式,临时围堰结构

摘要

Topic The temporary cofferdam manner and the like which can do the temporary cofferdam for the waters easily is offered. SolutionsIt is constituted and by side wall section 2 and cartridge head 4 from a state to which the composition plane has been opened, floats in the water surface the temporary cofferdam structure 1 inside floating body section 100 and 400, inflow section 200, block into pouring water section 300 at least, with side wall section 2 as a cross direction, it pours water to pouring water section 300, it sinks to underwater from cartridge head 4 by inflow the water into inflow section 200, it puts in a state where it floats in the water surface with side wall section 2 as a lengthwise. In order and, temporary cofferdam structure 1, the side wall section for the end face of 2 which is formed to the composition plane to edge strip 3of a dam levee body 3, and cartridge head 4 to parallel, it lays out. After that, temporary cofferdam structure guttation the space where is surrounded with edge strip 3of a 1 and dam levee body 3. Choice figure Drawing 8
机译:<主题>提供了一种容易为水域做临时围堰的临时围堰方式等。解决方案由侧壁部2和盒头4构成,从打开合成平面的状态开始,将临时围堰结构1漂浮在浮体部100和400,流入部200内的水面中,阻止倒入。水部300至少以侧壁部2为横方向,将水倒入浇水部300,通过使水流入流入部200而从盒头4下沉至水下,成为漂浮的状态。在水表面上,侧壁部分2为纵向。在临时围堰结构1中,将形成为与坝堤主体3的边缘条3平行的构图平面的端面2的侧壁部与筒头4平行地配置。之后,临时围堰结构将被1的边条3和堤坝主体3包围的空间封闭。<选择图>图8

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