201112947 六、發明說明： 【發明所屬之技術領域】 本發明係有關於-種沉浮式結構裝置，尤其是有關於一種於 各纜繩上對舰置浮力球’以供提升賴縣力來平衡箱網 水流作用力。 ^ 【先前技術】 清參閱第-A圖’係為習知的沉浮式結構裝置示意圖。習知 沉浮式結構裝置1G包含至少—箱網⑻、數個浮筒1()2、數條變 •繩1〇3及數個錯錠端1〇4’其中該箱網1〇1之各側邊組設有數個浮 筒102，而該箱'網101之各角固定有-條該親繩103之一端，而^ 瘦繩103之另-端則係固定於_個該縱端刚上。於使用時， 該箱網UU係透過浮筒1〇2本身的浮力浮在水面上，並同時藉由 數條該魏103岐紐倾敏端綱；#欲㈣箱網⑻沉入 水面下’則係於各該浮筒1〇2 _入水以增加該浮筒收重量 使該箱網101沉入水面下。 #第一 B圖係為第一 A圖之作用力分解圖，可看出當箱網101 浮在水面上時，缓繩103係連結箱網ι〇ι及麟端1〇4，且 103上沒有設浮力球。 該沉浮式結構裝置10可供養殖水產類生物，例如於該箱網101 内可養殖各種鱗，於解峰時可賴綱⑽浮在水面上管 理，然當遇到戦或水流較不穩定時，則可將該箱網⑻沉入水 面下，以保護該沉浮式結構袭置ίο的結構免遭破壞，或遇到寒流 201112947 時，可供保護該箱網101内的魚群免遭寒害。不遍當該箱網1〇ι 沉入水面下時’組設於該錨錠端1〇4與該箱網1〇1之間的纜繩1〇3 便會轉為鬆他’使該箱網101失去抵抗外力所產生的力矩，例如 水面下水流的_力可賴箱網⑻產生不平衡的力矩 ，導致該 箱、，周101翻覆’而破壞沉浮式結構裝置1〇,且同時失去該箱網⑻ 中之魚群’故習知之沉浮式結構裝置10係具有待再改良之處。 Φ 【發明内容】 有鑑於上述習知沉浮式結構裝置在受到水流作用後，可能產 生翻覆的問題’發明人經精心研究，並基於從事該技術領域的多 年經驗，發明了一種嶄新的沉浮式結構裝置。 比本發明之目的係提供一種無論箱網是浮在水面上或沉入水中 白可提升魏張力，使箱哺由賴賴力產生對抗水流的水平 作用力纽翻可關定在水面上或水中，不會隨水流漂流，大 鲁幅降低箱網翻覆的機率的沉浮式結構裝置。此外，本發明之裝置 可以加強镜繩張力對抗水流的水平作用力，以抵抗惡劣賴環境。 為達上迷目的，本發明沉浮式結構農置包含至少一箱網、數 個浮筒、數條_、數個浮力球及數個敏端，其中該箱網、數 固该洋筒、數條該魔繩及數個該錯錢端的組合模式可比照一般習 知的組合模式，然而本發明係於各規繩上設置一個或數個重力 t洋力球可時在搞上或是沒人水中，喊過浮力球所產生 子力，或是重力塊產生的重力，係直接轉移作用在該镜繩上， 201112947 以提升該纜繩的張力’無論該箱網係浮於水面上或沉入水面下皆 可透過纜繩的張力的水平分散力對抗水流的作用力，即大幅降低 .該箱網翻覆或遭破壞的機率。 【實施方式】 請參閱第二圖，係為本發明沉浮式結構裝置的示意圖。本發 明沉浮式結構裝置20係包括一箱網2〇卜數個浮筒2〇2、數條纜 線203、數個錨鍵端204及數個浮力球2〇5，然而為了更清楚敘述 •本發明之技術内容，於該第二圖中係以簡單化之結構示意。其中， 該箱網201之侧邊組設至少-個浮筒2〇2,而於邊緣分別組設一條 該纜繩203之一端，各該纜繩203之另一端係分別組設於至少一 個該錨錠端204 ’於該纜繩203上設有至少一個該浮力球2〇5，此 浮力球可以浮於水面或沒入水中。該浮力球2〇5可設在該纔繩2〇3 的中間位置，或離該箱網201 —預設距離。 請參閱第三A圖，係為本發明—實施例的侧視圖㈠。如圖 •所*，該箱網2〇1係浮於水面上，此時組設於該箱網施的對稱 侧邊之數個縣筒202内部只有线，使得各該浮筒2()2可藉由 水的洋力洋於水面上，由於該浮筒2〇2係組設於該箱網2〇1，因此 可連帶該箱網201浮於水面上。此時，該箱網加、數個該浮筒 202及數個對稱設置的該浮力球2〇5是透過數條魏繩2〇3固定於 各該縱端2〇4上’然而該箱網2〇1及數個該浮筒2〇2係再受到 數個。亥子力球205的作用力，即潛於水面下之各該浮力球受 201112947 到水的浮力後，可拉扯該_ 2G3使該浮力球2G5與該錯旋端2〇4 及δ亥浮力球205與該箱網2〇1之間的該纜繩2〇3產生張力；該纜 繩203所產生的張力可分解為水平及縱向分散力，其中縱向分散 力與作用在該箱網201上的浮力平衡，而水平分散力則可抵抗水 流的作用力，即可使該箱網2G1對抗其顯外力並達聰固且不 易翻覆的效果。 箱網201的沉浮係將水灌入浮筒2〇2使箱網2〇1下沉，將水排 鲁出浮筒2〇2使之上昇’箱、網2〇1在水面及水中之位置是由浮筒Μ2 所產生之浮力或重力以及浮力球205之浮力大小所決定。第三B 圖係為第三A圖之作用力分解圖，為了說明本發明之浮力球2〇5 可以增加習知技術對抗水流之水平作用力，假設習知第一 b圖的 洋筒102產生之浮力八，浮力朝上，且麗繩1〇3與水底平面之爽角 約41°，若箱網1〇1使之具有L6y;之浮力，則纜繩1〇3對箱網 之水平作用力FH為〇.9/6。本發明第三b圖則可說明在纜繩2〇3 •中間點設有浮力球其浮力為Λ，則纜繩203對箱網201產生水平之 作用力FH則增加為ι·4Λ，此水平作用力之增加代表箱網2〇1可 以承受更大的水流作用力。 清參閱第四Α圖，係為本發明一實施例的侧視圖(二）。如圖所 不，可於各該浮筒202内灌入一適當體積的水，以供增加各該浮 筒202的重量，並連帶該箱網2〇1沉入水面下。此時，潛於水面 下之該浮力球205所受到水的浮力作用，可使該浮力球2〇5與該 錨錠端204及該浮力球205與該箱網201之間的該纜繩2〇3產生 •201112947 張力，該浮力球205與該箱網201之間該纜繩203的張力亦可分 解為水平及縱向分散力，其中該縱向分散力可平衡該箱網2〇ι的 部分重力，而該水平分散力則可平衡水流對該箱網201所產生的 作用力’即亦達到固定該箱網2〇1的效果。 第_圖係為第四A圖之作用力分解圖，浮筒加灌入水使 箱網201承受往下的作用力，則箱網2〇1會沒入水♦，如第四a 圖及第四丑圖所示’當箱網201目浮筒202灌入水而使其承受〇 8/4 _往下之重力，則箱網2〇1沒入水中，此時纜繩2〇3對箱網之 水平作用力為G.56/6。本發明又—實施侧為第四a圖再加裝一 個浮力球205，其作用分解圖如第五圖所示，加裝一個浮力球2〇5 產生Λ之洋力，並且灌入更多之水，使箱網2〇1產生叫之往下 之重力，則此時魏203對箱網20i之水平作用力FH成為〇 %八， 水平作用力FH的增加將使得箱網2〇1對水流有較佳的抵抗力。 、，此外’重力魔於績繩2〇3之適當位置亦可達到加強魏加水 •平作用力FH’請參閱第六圖，係為本發明另-實施例的側視圖 (一）。该沉洋式結構裝置3〇係包括一箱網3⑴、數個浮筒3〇2、數 條、、！繩303、數個|苗旋端3〇4及數個重力塊3〇5，其中該箱網期、 數個該浮筒302、數條該纜繩3〇3及數個該錨錠端3〇4的組合模式 如同上述該箱網2(H、數個該浮筒2〇2、數條該覜繩2〇3及數個該 缺端204的組合模式，然於各該纜繩3〇3上對稱設置該重力塊 3〇5。當各該浮筒302内為空氣時，可連帶該箱網301浮於水面上， 而K的浮力係大於所有該瘦繩3〇3上的重力塊的總和，使得 201112947 该箱網301可轉浮於水^上；然該重力塊3〇5本身具有一定董 里，可向下拉扯該纜繩303，使得該錨錠端3〇4與該重力塊3〇5 及该箱網301與該重力塊3〇5之間的該纜繩3〇3產生張力，其中 该箱網301與該重力塊305之間該纜繩3〇3所產生的張力可分解 成水平及縱向分散力，縱向分散力可平衡水對該箱網3〇1產生的 浮力，而水平分散力則可大幅降低水流對該箱網301的作用力。 當欲將該箱網301沉入水面下時，係於各該浮筒3〇2灌入一定量 鲁體積水’以提升各該浮筒3〇2的重量，並連帶該箱網3〇1沉入: 面下，由該箱網301浮於水面上至沉入水面下的過程中，該重力 鬼305白可維持5亥相網301對抗水流作用力的水平分散力。 請參閱第七圖，係為本發明另一實施例的側視圖㈡。該沉 洋式結構裝置4G係包括-箱網4G卜數個浮筒402'數條魏4〇3、 數個錯錠端404、數個浮力球4〇5及數個重力塊4〇6，其中該箱網 仙、數麵浮筒402、數條該纜繩彻及數個該錯旋端彻的組 •合模式如同上述該箱網2(Π、數個該浮筒2〇2、數條該_ 2〇3及 數個該敏端綱的組合模式，而潛於水面下之數個該浮力球他 及數個該重力塊.可同時對稱組設於各該现繩4〇3上。由於水 對該浮力球405產生的浮力與該重力塊條的重力相互為反向作 用力’因此可更進-步提升該_ 403的張力，作用在該箱網撕 上’亦可大幅降低水流對該箱網4〇1的作用力。 本發明所紅各種實_僅為最簡化植合結構，例如實際 操作上，可同時結合數個該箱網2〇1為—體使用，此時該浮筒= 201112947 則設於每兩個該箱網201之間，而使用者可依需求拆裴指定箱網 201沉入水面下。使用適當個數之浮力球及重力塊可以加強欖繩對 箱網之水平作用，以加強箱網對水流之抵抗力。 以上所述之本發明僅為最佳實施例，並非侷限本發明於實行 其它較佳實施例，即所敘述之較佳實施例以及任何本發明所主張 之技術能輕易完成者，皆應涵蓋於本發明之專利範圍内。 【圖式簡單說明】 第一A圖，係為習知的沉浮式結構裝置示意圖。 第一 B圖，係為第一a圖的作用力分解圖。 第二圖’係為本發明沉浮式結構裝置的示意圖。 第一 A圖，係為本發明一實施例的側視圖(一）。 第一B圖，係為第三a圖的作用力分解圖。 第四A圖’係為本發明一實施例的侧視圖㈡。 第四B圖’係為第四A圖的作用力分解圖。 第五圖，係為本發明又一實施例之作用分解圖。 第六圖’係為本發明另-實施例的側視圖(一）。 第七圖，係為本發日月另—實施例的側視圖㈡。 【主要元件符號說明】 302 浮筒 303 纜繩 304 錨錠端 10 沉浮式結構裝置 1〇1 箱網 102 浮筒 201112947 103 纜繩 305 重力塊 104 錯鍵端 40 沉浮式結構裝置 20 沉浮式結構裝置 401 箱網 201 箱網 402 浮筒 202 浮筒 403 繞繩 203 纜繩 404 錨錠端 204 錨錠端 405 浮力球 205 浮力球 406 重力塊 30 沉浮式結構裝置 301 箱網201112947 VI. Description of the invention: [Technical field to which the invention pertains] The present invention relates to a type of floating structure device, and more particularly to a ship buoyancy ball on each cable for upgrading the power of the county to balance the box network Water flow force. ^ [Prior Art] Refer to Figure-A for a schematic diagram of a conventional floating structure device. The conventional floating structure device 1G includes at least a box net (8), a plurality of floats 1 (2), a plurality of strips, a rope 1〇3, and a plurality of wrong spindle ends 1〇4', wherein each side of the box net 1〇1 The side group is provided with a plurality of buoys 102, and the corners of the box 'net 101 are fixed with one end of the pair of cords 103, and the other ends of the thin ropes 103 are fixed to the one of the longitudinal ends. When in use, the UU of the box net floats on the surface of the water through the buoyancy of the buoy 1 2 itself, and at the same time, by several pieces of the Wei 103 岐 倾 倾 ; ; ;; # (4) box net (8) sinking into the water' Attached to each of the pontoons 1 〇 2 _ into the water to increase the weight of the pontoon so that the box net 101 sinks below the surface of the water. #第一B图 is the force decomposition diagram of the first A picture, it can be seen that when the box net 101 floats on the water surface, the slow rope 103 is connected to the box net ι〇ι and the lining end 1〇4, and 103 There is no buoyancy ball. The floating structure device 10 can be used for breeding aquatic organisms. For example, in the box net 101, various scales can be cultured, and when the peak is solved, the Laigang (10) floats on the water surface, but when the water or the water flow is unstable, The tank net (8) can be submerged under the water surface to protect the structure of the floating structure from damage, or to protect the fish in the net 101 from cold damage when it encounters the cold current 201112947. When the box net 1〇ι sinks into the water surface, the cable 1〇3 set between the anchor end 1〇4 and the box net 1〇1 will turn into a loose one. 101 loses the torque generated by the external force, for example, the water flow under the water surface can produce an unbalanced torque, causing the box, the week 101 to overturn 'and destroy the floating structure device 1〇, and at the same time lose the box The fish group in the net (8) is a well-known floating structure device 10 which has to be improved. Φ [Summary of the Invention] In view of the above-mentioned conventional floating structure device, the problem of overturning may occur after being subjected to water flow. The inventors have carefully studied and developed a new type of floating structure based on years of experience in the field of technology. Device. It is more than the object of the present invention to provide a horizontal force which can increase the Wei tension when the box net is floating on the water surface or sink into the water, so that the box can be relied on to exert a horizontal force against the water flow, and the turn can be set on the water surface or in the water. It will not drift with the water flow, and the large-scale augmentation structure device that reduces the probability of the box net overturning. In addition, the apparatus of the present invention can enhance the horizontal force of the tension of the mirror rope against the flow of water to resist the harsh environment. In order to achieve the above object, the floating structure agricultural plant of the present invention comprises at least one box net, a plurality of buoys, a plurality of _, a plurality of buoyancy balls and a plurality of sensitive ends, wherein the box net, the plurality of solid tubes, and the plurality of strips The combination mode of the magic rope and the plurality of wrong money ends can be compared with the conventional combination mode. However, the present invention is to set one or several gravity t-foreign balls on each ruler to be engaged or no one in the water. , shouting the force generated by the buoyancy ball, or the gravity generated by the gravity block, is directly transferred to the lens rope, 201112947 to increase the tension of the cable 'whether the box net floats on the surface or sinks into the water The horizontal dispersive force of the tension of the cable can resist the force of the water flow, that is, the probability of overturning or destroying the net is greatly reduced. [Embodiment] Please refer to the second figure, which is a schematic diagram of the floating structure device of the present invention. The floating structure device 20 of the present invention comprises a box net 2, a plurality of buoys 2 2, a plurality of cables 203, a plurality of anchor ends 204 and a plurality of buoyancy balls 2〇5, however, for the sake of clarity The technical content of the invention is schematically illustrated in the second figure. Wherein, at least one pontoon 2〇2 is disposed on a side of the box net 201, and one end of the cable 203 is respectively disposed at an edge, and the other end of each of the cables 203 is respectively disposed on at least one of the anchor ends. 204' is provided on the cable 203 with at least one buoyancy ball 2〇5, which can float on the surface or into the water. The buoyancy ball 2〇5 may be disposed at an intermediate position of the rope 2〇3 or a preset distance from the box net 201. Please refer to FIG. 3A, which is a side view (1) of the present invention. As shown in the figure, the box net 2〇1 is floating on the water surface. At this time, there are only a plurality of lines inside the county tube 202 which are arranged on the symmetrical side of the box net, so that the buoy 2() 2 can be Since the water is applied to the surface of the water, since the pontoon 2 is assembled in the box net 2〇1, the box net 201 can be attached to the surface of the water. At this time, the box net plus, the plurality of the buoys 202 and the plurality of symmetrically disposed buoyancy balls 2〇5 are fixed to each of the longitudinal ends 2〇4 through a plurality of Wei ropes 2〇3. However, the box net 2 〇1 and several of the pontoons 2〇2 are several more. The force of the Haizi force ball 205, that is, the buoyancy ball that is submerged under the water surface is subjected to the buoyancy of the water from 201112947 to the water, and the _2G3 can be pulled to make the buoyancy ball 2G5 and the wrong end 2〇4 and the δ海 buoyancy ball 205 The cable 2〇3 between the box net 2〇1 generates tension; the tension generated by the cable 203 can be decomposed into horizontal and longitudinal dispersive forces, wherein the longitudinal dispersing force is balanced with the buoyancy acting on the box net 201, The horizontal dispersing force can resist the force of the water flow, so that the box net 2G1 can resist the external force and achieve the effect of being strong and difficult to overturn. The sinking system of the box net 201 pours water into the buoy 2〇2 to sink the box net 2〇1, and drains the water out of the buoy 2〇2 to raise it. The position of the box and the net 2〇1 in the water surface and the water is The buoyancy or gravity generated by the buoy 2 and the buoyancy of the buoyancy ball 205 are determined. The third B diagram is the force decomposition diagram of the third A diagram. To illustrate that the buoyancy ball 2〇5 of the present invention can increase the horizontal force of the conventional technique against the water flow, it is assumed that the ocean tube 102 of the first b diagram is generated. The buoyancy is eight, the buoyancy is upward, and the refreshing angle of the Lisong rope 1〇3 and the bottom plane is about 41°. If the box net 1〇1 has L6y; the buoyancy, the horizontal force of the cable 1〇3 on the box net FH is 〇.9/6. The third b diagram of the present invention can be used to indicate that the buoyancy ball is provided at the middle point of the cable 2〇3 • the buoyancy force is Λ, and the force FH of the cable 203 generating the level on the box net 201 is increased to ι·4Λ, the horizontal force The increase represents that the box network 2〇1 can withstand greater water flow forces. 4 is a side view (2) of an embodiment of the present invention. As shown in the figure, an appropriate volume of water may be poured into each of the pontoons 202 to increase the weight of each of the pontoons 202, and the box net 2〇1 is sunk below the surface of the water. At this time, the buoyancy ball 205 submerged under the water surface is subjected to the buoyancy of the water, and the buoyancy ball 2〇5 and the anchor end 204 and the cable 2 between the buoyancy ball 205 and the box net 201 may be 3 generating • 201112947 tension, the tension of the cable 203 between the buoyancy ball 205 and the box net 201 can also be decomposed into horizontal and longitudinal dispersion forces, wherein the longitudinal dispersion force can balance the part of the gravity of the box net 2 〇ι, The horizontal dispersing force balances the force generated by the water flow on the box net 201, that is, the effect of fixing the box net 2〇1. The _ picture is the force decomposition diagram of the fourth A picture. The pontoon is filled with water to make the box net 201 bear the downward force, then the box net 2〇1 will not enter the water ♦, such as the fourth a figure and the fourth ugly As shown in the figure, 'When the box net 201 pontoon 202 is filled with water and subjected to 〇8/4 _ downward gravity, the box net 2〇1 is not in the water, at this time the horizontal force of the cable 2〇3 on the box net For G.56/6. The invention further has a buoyancy ball 205 added to the fourth side of the implementation side, and the action exploded view is as shown in the fifth figure, and a buoyancy ball 2〇5 is added to generate the force of the cockroach, and more is poured into it. The water causes the box net 2〇1 to generate the downward gravity. At this time, the horizontal force FH of the Wei 203 to the box net 20i becomes 〇%8, and the increase of the horizontal force FH will cause the box net 2〇1 to the water flow. Better resistance. In addition, the position of the 'gravity magic rope 2'3 can also be used to strengthen the Weijia water. The flat force FH'. Please refer to the sixth figure, which is a side view (1) of another embodiment of the present invention. The sunken structure device 3 includes a box net 3 (1), a plurality of buoys 3, 2, a number, and! Rope 303, several | seedling end 3〇4 and several gravity blocks 3〇5, wherein the box period, a plurality of the buoy 302, a plurality of the cables 3〇3 and a plurality of the anchor ends 3〇4 The combination mode is the same as the above-mentioned combination mode of the box net 2 (H, several pontoons 2 〇 2, several reels 2 〇 3 and several of the missing ends 204), but symmetrically arranged on each of the cables 3〇3 The gravity block 3〇5. When each of the pontoons 302 is air, the box net 301 can be attached to the surface of the water, and the buoyancy of K is greater than the sum of the gravity blocks on all the thin ropes 3〇3, so that 201112947 The box net 301 can be floated on the water; however, the gravity block 3〇5 itself has a certain length, and the cable 303 can be pulled down, so that the anchor end 3〇4 and the gravity block 3〇5 and the The cable 3〇3 between the box net 301 and the gravity block 3〇5 generates tension, wherein the tension generated by the cable 3〇3 between the box net 301 and the gravity block 305 can be decomposed into horizontal and vertical dispersive forces. The longitudinal dispersion force balances the buoyancy generated by the water on the box net 3〇1, and the horizontal dispersing force can greatly reduce the force of the water flow on the box net 301. When the box net 301 is to be sunk When the surface is under the surface, a certain amount of Lu volume water is poured into each of the buoys 3〇2 to increase the weight of each of the buoys 3〇2, and the box net 3〇1 is sunk into: under the surface, by the box net 301 During the process of floating on the surface of the water to sink into the water surface, the gravity ghost 305 white can maintain the horizontal dispersion force of the 5 liter phase network 301 against the water flow force. Please refer to the seventh figure, which is a side of another embodiment of the present invention. View (2). The Shenyang-type structural device 4G includes - box net 4G, several floats 402', several Wei 4〇3, several wrong spindle ends 404, several buoyancy balls 4〇5 and several gravity blocks 4〇6 , wherein the box net fairy, the number of surface buoys 402, the plurality of cables and a plurality of the twisted end groups are in the same mode as the above-mentioned box net 2 (Π, several of the buoys 2〇2, several strips) _ 2〇3 and several combinations of the sensitive end classes, and several buoyancy balls and several gravity blocks that are submerged under the water surface can be symmetrically set on each of the existing ropes 4〇3. The buoyancy generated by the water on the buoyancy ball 405 and the gravity of the gravity bar are mutually opposite forces' so that the tension of the _403 can be further increased, acting on the box net tearing The force of the water flow on the box net 4〇1 can also be greatly reduced. The red body of the invention is only the most simplified planting structure, for example, in practice, a plurality of the box nets can be combined at the same time. In use, the pontoon = 201112947 is located between every two of the box nets 201, and the user can disassemble the designated box net 201 to sink under the water surface as needed. The appropriate number of buoyancy balls and gravity blocks can be used to strengthen The horizontal effect of the lanyard on the box net is to enhance the resistance of the box net to the water flow. The invention described above is only a preferred embodiment, and the present invention is not limited to the implementation of other preferred embodiments, that is, the preferred description. The embodiments and any of the techniques claimed in the present invention can be easily accomplished and are intended to be encompassed within the scope of the invention. [Simple description of the drawing] The first A picture is a schematic diagram of a conventional floating structure device. The first B diagram is the force decomposition diagram of the first a diagram. The second figure is a schematic view of the floating structure device of the present invention. Figure 1A is a side view (1) of an embodiment of the present invention. The first B diagram is the force decomposition diagram of the third a diagram. Figure 4A is a side view (2) of an embodiment of the invention. The fourth B diagram is a force exploded view of the fourth A diagram. The fifth drawing is an exploded view of another embodiment of the present invention. The sixth drawing is a side view (1) of another embodiment of the invention. The seventh figure is a side view (2) of another embodiment of the present invention. [Main component symbol description] 302 Float 303 Cable 304 Anchor end 10 Suspended structure device 1〇1 Box net 102 Float 201112947 103 Cable 305 Gravity block 104 Wrong key end 40 Suspended structure device 20 Suspended structure device 401 Box net 201 Box net 402 float 202 float 403 rope 203 cable 404 anchor end 204 anchor end 405 buoyancy ball 205 buoyancy ball 406 gravity block 30 sinking structure device 301 box net