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Installation breaks - blades for the ribs

机译:安装中断-肋骨的刀片

摘要

987,271. Breakwaters. S. A. S. ING GIANFRANCESCO FERRARIS & CO. May 18, 1962 [May 20, 1961], No. 19246/62. Heading E1H. A breakwater for coast protection comprises a submerged stepped structure on the sea bottom having at least one step spaced from the shore which has a riser 1 extending lengthwise of the shore and being 3 to 5 metres high and submerged so that the average depth of water above the riser at mean high tide level is at least twice the height of the riser. In the embodiment described the risers are built in prefabricated hollow blocks 3 of reinforced concrete which are coated with a water-proof layer. Each block is provided with manholes 4, vents 5 and a compressed air admission hose 5SP1/SP together with a water opening 7 controlled by a manually or automatically operated valve 7SP1/SP connected to a tube 6. The blocks may be sunk into position by filling with water or raised by evacuating water by compressed air. A tie 8 can be used to connect the blocks in an aligned relationship. Once a riser has been built the tread 2 is allowed to be filled in by the sea. The tread may be formed by the stagnant water behind the riser. The blocks 3 may be of trapezoidal cross-section. The face of the risers 1 may be divided into two or more differently inclined sections.
机译:987,271。防波堤。 S.A.S.ING GIANFRANCESCO FERRARIS&CO.1962年5月18日[1961年5月20日],第19246/62号。标题E1H。用于海岸保护的防波堤包括在海底的水下阶梯结构,该阶梯结构具有至少一个与海岸间隔开的台阶,该阶梯结构具有沿海岸长度方向延伸且高3至5米的立管1,并被淹没,从而使平均水深超过平均涨潮时的立管至少是立管高度的两倍。在所描述的实施例中,立管内置于预制的空心混凝土块3中,该空心块3由钢筋混凝土制成,并涂覆有防水层。每个块均设有检修孔4,通风孔5和压缩空气进入软管5 1 ,以及由与之连接的手动或自动操作的阀7 1 控制的水孔7。可以通过注水将块沉入适当位置,也可以通过压缩空气将水排空来抬起块。扎带8可用于以对准关系连接块。一旦建造了立管,就可以将胎面2填入海中。胎面可以由立管后面的停滞水形成。块3可以具有梯形的横截面。竖板1的表面可以分为两个或更多个不同的倾斜部分。

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