Deep water net cage with front streamlined floating tube frame
A deep-water cage, streamlined technology, applied in fish farming, application, climate change adaptation, etc., can solve the problem that dynamic response cannot meet severe sea conditions, and achieve the effect of improving typhoon resistance and risk prevention capabilities
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Embodiment 1
[0037] Such as Figure 1 to Figure 4 As shown, the deep-water net cage with a front streamlined floating tube outer frame according to the first embodiment of the present invention includes a floating tube frame 1, a netting 2 and an anchoring system. The floating tube frame 1 floats on the sea level SL, and the top of the netting 2 The floating pipe frame 1 is connected with a net weight mound 3 at the bottom to form a space for mariculture.
[0038] The floating pipe frame 1 of the first embodiment is provided with a front streamlined floating pipe outer frame. The front streamlined floating pipe outer frame is composed of a front connecting piece 101, two convex arc-shaped main floating pipes 102, and two elbow connecting pieces 103 And the rear main floating pipe 104, one end of the two convex arc-shaped main floating pipes 102 is connected to the front connecting piece 101, and the other end is connected to the two main floating pipes 104 through the two elbow connecting pie...
Embodiment 2
[0058] Such as Figure 7 As shown, the deep-water net cage of the second embodiment of the present invention is basically the same as that of the first embodiment, and their differences are: in the second embodiment, the mooring system of the deep-water net cage also includes a float 7 and a float cable 8; The upper end is connected to the tethering point 1a through the float 7 and the float cable 8, that is, the upper end of the anchor rope 5 and one end of the float cable 8 are respectively connected to the float 7, and the other end of the float cable 8 is connected to the tethering point 1a, and the float 7 floats in the sea. On the plane SL. The working principle of the second embodiment is basically the same as that of the first embodiment, and the increase of the float 7 and the float cable 8 can further buffer the instantaneous stress on the deep-water cage and improve the stability of the deep-water cage.
Embodiment 3
[0060] The deep water net cage of the third embodiment of the present invention can adopt any of the construction methods described in the first or second embodiment. The difference from them is that in the third embodiment, the length of the anchor rope 5 is such that the anchor rope 5 is It forms an angle α of 17° with the sea level SL under tension.
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