200840913 九、發明說明： 【發明所屬之技術領域】 本發明是有關於一種緩衝裝置，特別是指一種可防止 設立於水流區的建構物底部周圍的砂石被掏空的水砂分離 緩衝裝置。 【先前技術】 ❿ 如圖1所不，習知建立於河流中的橋墩1，一般具有數 打樁於河底内的樁柱101，及一固設於該等樁柱ιοι上的橋 域座102。在正常的情形下，該橋墩座繼的底部會埋設於 可底的y石内’以穩固該橋墩j ’然而，由於該橋墩座1 的周=無設置任何可消波或防止砂石被掏挖的裝置，因 此W，而急的水流（特別是大雨過後）不斷沖擊該橋缴座 102時’該橋墩座102周圍的砂石即會被向下滚動的水流逐 =掏空，造成該橋缴座102甚至該等該等樁柱101裸露於 外，而危急該橋墩i的安全性。 【發明内容】 因此’本發明之㈣’即在提供—種可防止設立於水 ""2建構物底部周圍的砂石被掏空的水砂分離緩衝裝置。 ，並與^ 單元、數廢鲛π間距’該緩衝裝置包含一緩衝主體 ::數:=:?，及-定位單元。該緩衝主體單元具 覆件。該等廢輪胎;元=軸=覆該等緩衝物的包 該等廢輪胎單、圍繞該缓衝主體單元， π为別具有數沿該軸向疊置的廢輪胎。該定 5 200840913 位單元具有數分別包覆該等廢輪胎單元的鋼索籠，該等鋼 索氦分別是由數具有撓性的鋼索編製而成。 【實施方式】 有關本發明之前述及其他技術内容、特點與功效，在 以下配合參考圖式之四較佳實施例的詳細說明中，將可清 楚的明白。 ^200840913 IX. Description of the Invention: [Technical Field] The present invention relates to a cushioning device, and more particularly to a water sand separating and cushioning device for preventing sand and sand surrounding the bottom of a building which is established in a water flow region from being hollowed out. [Prior Art] ❿ As shown in Fig. 1, a pier 1 built in a river generally has a pile 101 which is piled in a river bottom, and a bridge block 102 fixed to the pile ιοι . Under normal circumstances, the bottom of the pier will be buried in the bottom of the y stone to stabilize the pier j ' However, since the circumference of the pier 1 is not set to eliminate any waves or prevent sand and gravel Digging the device, so W, and the rushing water flow (especially after heavy rain) continues to impact the bridge when the seat 102 is 102. The sand around the pier 102 is swept down by the water = hollow, causing the The bridges 102 even expose the piles 101 to the outside, and the safety of the pier i is critical. SUMMARY OF THE INVENTION Therefore, the "fourth aspect of the present invention" provides a water sand separation buffer device which can prevent the sandstone which is set around the bottom of the water "" And with the ^ unit, the number of waste π spacing 'the buffer device contains a buffer body :: number: =:?, and - positioning unit. The buffer body unit has a cover. The waste tires; the element = the shaft = the package covering the buffers. The waste tires are arranged around the buffer body unit, and π has a plurality of waste tires stacked along the axial direction. The No. 5 200840913 unit has a plurality of steel rope cages respectively covering the waste tire units, and the steel ropes are respectively made of several flexible steel cables. The above and other technical contents, features and effects of the present invention will become apparent from the following detailed description of the preferred embodiments of the invention. ^
在提出，羊細就明之前，要注意的是，在以下的說明中 類似的元件是以相同的編號來表示。 多閱圖2、3、4，本發明水砂分離緩衝裝置1〇〇的第一 較佳實施例，是可設置於一建構物2〇〇前方，並與該建構 物2〇曰〇間隔一間距D (見圖5)，在本實施例中’該建構物 細疋以橋墩作說明，該建構物具有—基部綱、數與 j基21G連結且打樁於河底内的樁柱22q (見圖5)，及 自絲4 21G頂面朝上延伸的橋墩柱23()，.該緩衝裝置 議包含：—緩衝主體單元1〇、數廢輪胎單元20,及一定 位單元30。 ^ ^緩衝主體單元10具有多數沿一軸向χ堆疊的緩衝〗 :等=㈣等緩衝物11的包覆件12。在本實施例中Before the invention is made, it should be noted that similar elements are denoted by the same reference numerals in the following description. Referring to Figures 2, 3 and 4, a first preferred embodiment of the water sand separation buffering device 1 of the present invention can be disposed in front of a building 2 and spaced apart from the building 2 The spacing D (see Fig. 5), in the present embodiment, the structure is described by a pier, which has a base, a number and a base of 21G, and is piled in the pile 22q in the river bottom (see Figure 5), and the pier column 23 () extending from the top surface of the wire 4 21G upwards. The buffer device comprises: a buffer body unit 1 , a plurality of waste tire units 20 , and a positioning unit 30 . ^ ^ The buffer body unit 10 has a plurality of buffers 12 stacked in an axial direction: a cladding member 12 of the buffer 11 such as equal to (four). In this embodiment
是為沿該軸向X堆疊的沙包，該包覆件I 疋马繞該軸向X舍覆今锺 主體單元^ 衝物11的不織布，且，該緩省 疋呈一邊角相反於該建構物2〇 該緩衝主體MW亦可為其他形狀。 1〇。胳單元2G是繞該軸向χ圍繞該緩衝主體單力 料輪脸單元20分別具有數沿該軸向X疊置的射 200840913 岔封片211 ’及數分別設置於每一廢輪胎21的頂 側上的逆止板22 〇 4等在封片211是分別設置於每一廢輪胎單元20的廢 輪胎21的最底側上，而可防砂漏。 5玄等逆止板22分別具有數相鄰設置的撓動片部221， 及數形成於相鄰的撓動片部221之間的分割線222。當水流 帶動砂石㈣該等廢輪胎單元2G的頂侧 止板22的每-片撓動片部如均是可棱動的，水淹 砂石壓向下壓開該等逆止板22的撓動片部221，而下子 該等廢輪胎單元2〇的底部内。此外，在本實施例中，= 亦可改為僅將數片逆止片22分別設置於每一廢輪胎: 的廢輪胎21的最頂側上。 ％ 20 4疋位單70 3Θ具有數分別包覆該等廢輪胪 鋼索籠31，及一箍緊件32。 口 2〇的 孩等鋼索龍31分別是由數具有撓性的鋼索川 成，當該等廢輪胎單元2G分別裝設於該等鋼Μ 3^而 ，該等廢輪胎單s 2G與該等鋼索籠31可繞該^ =後 該緩衝主體單A1G。在本實施例中，該緊件32圍繞 ，並由數具有撓性的鋼1321編製而成，且疋網狀 可繞該軸向X圍繞該等廢輪胎單元2〇與該等㈣=件32 外’當然該ϋ緊件32亦可為—可歸該等匕 與該等鋼索籠31的鋼索。 早兀20 藉此，如圖3、4、5所^當該等廢輪 等鋼索籠31繞該軸向χ圍繞該緩衝主體單-70 2〇與該 疋10後，該箍 7 200840913 緊t 32可繞該軸向X將該等廢輪胎單S 2G與該等鋼索籠 31拖緊於該缓衝主體單元1()上，而使該缓衝裝置整體 至現出對應於該缓衝主體單元1G形狀的三角㈣，且，节 «主體單元H)、該等廢輪胎單元2()與該定位單元扣的 柴底段是埋設於河底的砂石内。 -如此，當水流沖激該緩衝主體單元1〇、該等廢輪胎單 π 2〇與该定位早70 30 _，由於該緩衝裝置刚是設置於 該’構物200前方’並與該建構物細間隔該間距d，因此 '友衝衣置10G g 了可防止強力水流直接沖激該建構物 的基部21G外’更可切破除水流的浪頭，而使水流流 動至該緩衝裝Ϊ刚與該基部21〇之間的尾流流速明顯降 氏’冋時’由於該等緩衝物u均是為具有密實砂粒的沙包 ’因此’當水流直接穿過該等緩衝物11而流動至該緩衝裝 置100與該基部210之間時，此部份水流的流速亦會明顯 降低，t此’不僅可明顯降低水流淘挖該基部⑽周圍砂 石的力里’更可使水流所含帶的砂粒因流速減漫而有機合 於積於該基部210的周圍’進而形成可穩固該基部210 :Is a sandbag stacked along the axial direction X, the covering member I wraps around the axial direction X to cover the non-woven fabric of the main body unit 11 , and the 疋 疋 疋 is opposite to the constituting object 2〇 The buffer body MW can also have other shapes. 1〇. The unit 2G is disposed around the axial direction of the buffer body, and the plurality of the wheel surface units 20 respectively have a plurality of shots 200840913 岔 211' and the numbers respectively disposed on the top of each waste tire 21 The check plates 22, 4, and the like on the side are provided on the bottommost side of the waste tire 21 of each of the waste tire units 20, respectively, to prevent sand leakage. Each of the quasi-stop plates 22 has a plurality of adjacently disposed flap portions 221 and a plurality of dividing lines 222 formed between the adjacent flap portions 221. When the water flow drives the sandstone (4), each of the deflecting pieces of the top side stop plate 22 of the waste tire unit 2G is slantable, and the flooded sandstone presses down the backstop 22 The sheet portion 221 is slid and the bottom of the waste tire unit 2 is lowered. Further, in the present embodiment, = can also be changed to set only a plurality of the backstops 22 on the topmost side of the waste tire 21 of each waste tire: The % 20 4 疋 70 3 Θ has a number of scrap rims 31, and a tightening member 32 respectively. The steel cable slings 31 of the children's mouth are respectively made of a number of flexible steel cables, and when the waste tire units 2G are respectively mounted on the steel shovel, the waste tires s 2G and the like The cable cage 31 can be wound around the ^= after the buffer body single A1G. In the present embodiment, the tension member 32 is surrounded and is made up of a plurality of flexible steels 1321, and the mesh shape can surround the waste tire unit 2 and the (four)=piece 32 around the axial direction X. Externally, of course, the clamping member 32 can also be a steel cable that can be returned to the cable cage 31. As early as 20, as shown in Figures 3, 4, and 5, when the steel rope cage 31 such as the waste wheel surrounds the buffer body around the buffer body, the single-70 2〇 and the 疋 10, the hoop 7 200840913 is tight 32, the waste tire single S 2G and the steel cable cage 31 can be dragged on the buffer body unit 1 () around the axial direction X, so that the buffer device as a whole is corresponding to the buffer body. The triangle (4) of the shape of the unit 1G, and the section «the main unit H), the waste tire unit 2 () and the bottom section of the positioning unit are embedded in the sand of the river bottom. - In this case, when the water flow impounds the buffer body unit 1 , the waste tires π 2 〇 are 70 30 _______ as the positioning device is just disposed in front of the 'structure 200' and the structure The spacing d is finely spaced, so that 'Friends' clothes are 10Gg, which prevents the strong water flow from directly igniting the base 21G of the building', and can cut the wave of the water flow, and the water flow flows to the buffer device. The flow velocity of the wake between the bases 21〇 is significantly lower than that of the buffers. Since the buffers u are all sandbags having dense sand grains, 'therefore, the water flows directly through the buffers 11 to the buffer device 100. When the base portion 210 is in contact with the base portion 210, the flow velocity of the portion of the water flow is also significantly reduced. This can not only significantly reduce the force of the water flow in the sandstone surrounding the base portion (10), but also the flow rate of the sand contained in the water flow. The diffuser is organically accumulated around the base 210 to form a base 210 that can be stabilized:
沙洲。 J 此外，由於該等鋼索蘢31與該箍緊件32均是呈網格 狀’因此’該等鋼索籠31與該歸件32亦可破除水流的 浪頭，而產生毅的效果，相，利㈣等鋼索籠31盘該 梱緊件32即可進一步緩和水流的沖激力量，如此，即可進 —步降低水流流動至該緩衝裝置⑽與該基部21〇之間時 ’向下沖刷該基部210周圍砂石的力量，而進-步防止砂 8 200840913 石流失。 再者’當水流帶動砂石湧到該等廢輪胎單元2〇的頂側 上，而向下壓開該等逆止板22的撓動片部221，進而下、、欠 於該等廢輪胎單元20的底部内後，由於該等廢輪胎可 阻擋水流再直接沖擊沈積於該等廢輪胎單元2〇内的砂石， 因此，沈積的砂石並不會再被向上湧出，而可增加該等廢 輪胎單元20的重量，進而使該緩衝裝置1〇〇更加穩固。 經由以上的說明，可再將本發明的優點歸納如下： 一、由於本發明的緩衝裝置100是設置於該建構物200 前方，並與該建構物200間隔該間距D，因此，該緩衝裝置 1〇〇除了可防止強力水流直接沖激該建構物2〇〇的基部2忉 外，更可先行破除水流的浪頭，而使水流流動至該緩衝裝置 100與該基部21G之間的尾流流速明顯降低，㈣，由於該 等緩衝物11均是為具有密實砂粒的沙包，因此，當水流直 接穿過該等緩衝物11而流動至該緩衝裝i 100與該基部 210之間時，此部份水流的流速亦會明顯降低，如此，本發 明不僅可明顯降低水流淘挖該基部210周圍砂石的力量，更 可使水流所含帶的砂粒因流速減漫而有機會齡積於該基部 210的周圍，進而形成可穩固該基部21〇的沙洲。 一、由於本發明的鋼索籠31與箍緊件32均是呈網格 狀’而亦可破除水流的浪頭，並產生消波的效果，且，本發 明的廢輪胎21均具有吸收外力衝擊的變形能力，因此，本 發明即可有效緩和水流的沖激力量，並進—步降低水流向下 沖刷該基部210周圍砂石的力^，如此，本發明即可進一步 9 200840913 防止該基部210周圍的砂石被掏蝕。 一、由於本發明的廢輪胎21可阻擔水流直接沖擊沈積 Γ亥等廢輪胎單元2G底部内的砂石，因此，沈積於該等廢 輪胎單元20底部_砂石衫會再被水流㈣，如此，即 可增加該等廢輪胎單元2G的重量，而使本發明的緩衝裝置 Ϊ00更加穩固。 值得-提的是，本發明的廢輪胎單元2〇與定位單元30 田W亦可僅包覆該緩衝主體單^ 1G外露於何底上的外露段 ，而不用全面包覆該緩衝主體單元10。 再者’在本實施例中，雖是以將該緩衝裝置⑽運用 於緩和沖激該建構％ 9λ 思攝物200的水流的場合作說明，但是， 觸當然亦可設W河道彎流處，而取代習知的頂 導工，以防切岸急彎沖激處遭受錢，並產生將水流 導回〉可心的作用。 . :圖：、7所示，為本發明的一第二較佳實施例，該第 貫域是類似於該第—較佳實施例，其差異之處在 體單位單元4〇是繞該轴向X圍繞該緩衝主 而成。 X疋位早70 40是由數具有撓性的鋼索41編製 10 單1 40的一頂端部42是套設該緩衝主體單元 ，妙/而’5亥疋位單元40的-底端部43則是先向下延伸 ’然後再向上蠻; 彳’並與該頂端部42 S)接在—起，如此， Λ 早70即可形成一繞該軸向X設置的容置空間44。 10 200840913 S亥等廢輪胎單元20是繞諒軸向X排列於該容置空間44 内而圍繞該緩衝主體單元1 〇。 如此，該第二較佳實施例亦可達到與上述第一較佳實 施例相同的目的與功效。 ' 如圖8、9所示，為本發明的一第三較佳實施例，該第 二車乂佳貫ίβ例是類似於該第一較佳實施例，其差異之處在 於： 該等廢輪胎單元20更分別具有數分別設置於每一廢輪 胎21的頂侧上的逆止板組23，及數分別設置於每一廢輪胎 21的外周側上的消波片組24。 該等逆止板組23分別具有數呈交錯設置的逆止板231 ，該等逆止板231分別具有數呈間隔設置的撓動條232 〇 该等消波片組24分別具有數沿該等廢輪胎21的圓周 方向連續地疊設的消波片24卜料消波片241分別具有數 呈間隔設置的消波條242。 如此，該第三較佳實施例亦可達到與上述第一較佳實 施例相同的目的與功效。 如圖10、11所不’為本發明的一第四較佳實施例，該 第四較佳實施例是類似於該第三較佳實施例，其差異之處 在於： 本實施例的-定位單元50具有數鋼索組51，及數定位 鋼索52’該等射組51分職有二鋼索511，料鋼索組 51、的鋼索511《分別穿過每—廢輪胎單元2()的廢輪胎2ι 及逆止板組23 ’而將每一廢輪胎單元2〇的廢輪胎21綁固 11 200840913 成一體，該等定位鋼旁52县公办 綱家52疋刀別牙過相鄰的廢輪胎單元20 ，而將相鄭的廢輪胎單元20綁固在一起。 如此’該第吨佳實施例亦可相與上述第—較佳實 施例相同的目的與功效。 、 —如圖13所示，為本發明的—第五較佳實施例，該 弟五較佳實施例是類似於該第三較佳實施例，其差異之處 在於： 本實施例的數廢輪胎單元6G是沿該軸向χ疊置，並分 別具有數繞該軸向X圍繞該緩衝主體單元ι〇的廢輪胎。， 且’相鄰兩層廢輪胎單元6〇的廢輪船61是繞該轴向χ互 相錯位。 本實施例的-定位單元7〇具有數鋼索71，該等鋼索 71气分別穿過每一廢輪胎單元6〇兩兩相鄰的廢輪胎η， 而將每廢輪月。單元6〇兩兩相鄰的廢輪胎Η鄉固在一起 〇 如此，δ亥第五較佳實施例除了亦可達到與上述第一較 佳實施例相同的目的與功效外，當本實施例設置於海岸線 上時’本實施例的廢輪胎單元6G的廢輪胎61更可對迎面 而來的海/良300產生破浪減速的效果，而使海沙齡積於本 實施例後方’進而產生造陸的作用，並避免海岸線被侵蝕 〇 歸納上述，本發明之水砂分離緩衝裝置，不僅可有效 破除水流的浪S員’而明顯降低水流流速，進而防止建構物 基部周圍的砂石被掏空，更可使水流所含帶的砂粒有機會 12 200840913 因流速減漫而於積於建構物基部的周圍，而使基部更加藉 固，故確實能達到發明之目的。 ％、 淮以上所述者，僅為本發明之較佳實施例而已，當不 能以此限定本發明實施之範圍，即大凡依本發明申請專利 範圍及發明說明内容所作之簡單的等效變化與修飾，皆仍 屬本發明專利涵蓋之範圍内。Sandbank. In addition, since the steel cable sills 31 and the tightening members 32 are both in a grid shape, the steel cable cages 31 and the returning members 32 can also break the wave of the water flow, thereby producing a positive effect. (4) The steel cable cage 31 discs can further alleviate the impulse force of the water flow, so that the water flow can be further reduced to flow between the buffer device (10) and the base portion 21' The strength of the sand around 210, while the step-by-step prevention sand 8 200840913 stone drain. In addition, when the water flow drives the sand to the top side of the waste tire unit 2〇, the deflecting piece 221 of the backstop 22 is pressed downward, and then the lower tire is owed. After the bottom of the unit 20, since the waste tires can block the flow of water and directly impact the sand deposited in the waste tire unit 2, the deposited sand will not be poured upward again, and the waste can be increased. The weight of the waste tire unit 20 is increased to further stabilize the cushioning device 1〇〇. Through the above description, the advantages of the present invention can be further summarized as follows: 1. Since the buffer device 100 of the present invention is disposed in front of the structure 200 and spaced apart from the structure 200 by the spacing D, the buffer device 1 is In addition to preventing the strong water flow from directly absorbing the base 2 of the structure 2, the wave head of the water flow can be broken first, and the flow velocity of the water flowing between the buffer device 100 and the base 21G is obvious. (4), since the buffers 11 are all sandbags having dense sand grains, when the water flows directly through the buffers 11 and flows between the buffering device 100 and the base 210, the portion The flow rate of the water flow is also significantly reduced. Thus, the present invention not only can significantly reduce the force of the water flow to dig the sand around the base 210, but also allows the sand contained in the water flow to have a chance to accumulate at the base 210 due to the flow rate being reduced. Around the perimeter, a sandbank that stabilizes the base 21〇 is formed. 1. Since the steel cable cage 31 and the tightening member 32 of the present invention are both in a grid shape, the wave of the water flow can be broken, and the wave-eliminating effect is produced, and the waste tire 21 of the present invention has an external force impact absorption. The deformability, therefore, the present invention can effectively alleviate the impulse force of the water flow, and further reduce the force of the water flow to flush the sand around the base 210. Thus, the present invention can further 9 200840913 to prevent the periphery of the base 210 The gravel was eroded. 1. The waste tire 21 of the present invention can directly resist the deposition of sand and gravel in the bottom of the waste tire unit 2G such as the Γhai, and therefore, is deposited on the bottom of the waste tire unit 20, and the sandstone shirt is again flowed by the water (4). Thus, the weight of the waste tire unit 2G can be increased, and the cushioning device Ϊ00 of the present invention can be made more stable. It is worth mentioning that the waste tire unit 2〇 and the positioning unit 30 of the present invention can also cover only the exposed section of the buffer body 1 1G exposed on the bottom without completely covering the buffer body unit 10 . Furthermore, in the present embodiment, although the buffer device (10) is applied to the field cooperation for mitigating the water flow of the constructed % 9 λ thinking object 200, it is of course possible to set the W channel bend. Instead of the well-known top guide, in order to prevent the bankrupt sharp impulses from suffering money, and to produce a water flow back to the heart. Fig. 7 and Fig. 7 show a second preferred embodiment of the present invention. The cross field is similar to the first preferred embodiment, and the difference is that the body unit unit 4 is around the axis. The X is built around the buffer. The X-position early 70 40 is made up of a plurality of flexible steel cables 41. A single end portion 40 of a single 140 is sleeved with the buffer body unit, and the bottom end portion 43 of the '5-Hing unit 40 is It is first extended downwards and then upwards; 彳' and connected to the top end portion 42 S), so that an accommodating space 44 disposed around the axial direction X can be formed. 10 200840913 The waste tire unit 20 such as Shai is arranged in the accommodation space 44 around the disparity axis X to surround the buffer body unit 1 . Thus, the second preferred embodiment can achieve the same objects and effects as the first preferred embodiment described above. As shown in FIGS. 8 and 9, a third preferred embodiment of the present invention is similar to the first preferred embodiment, and the difference is: The tire unit 20 further has a plurality of check plate groups 23 respectively disposed on the top side of each of the waste tires 21, and a plurality of wave-removing sheet groups 24 respectively disposed on the outer peripheral side of each of the waste tires 21. Each of the backstop plates 23 has a plurality of check plates 231 arranged in a staggered manner, and the check plates 231 respectively have a plurality of spaced strips 232. The sets of the wave suppressing strips 24 respectively have a plurality of edges The wave-eliminating sheet 24 in which the waste tires 21 are continuously stacked in the circumferential direction has a plurality of wave-eliminating strips 242 which are disposed at intervals. Thus, the third preferred embodiment can achieve the same objects and effects as the first preferred embodiment described above. 10, 11 is a fourth preferred embodiment of the present invention, and the fourth preferred embodiment is similar to the third preferred embodiment, and the difference is: the positioning of the embodiment The unit 50 has a plurality of cable sets 51, and a plurality of positioning cables 52'. The units 51 are divided into two steel cables 511, a steel cable group 51, and a steel cable 511. The tires passing through each of the waste tire units 2 () respectively. And the anti-stop plate group 23' and the waste tires 21 of each waste tire unit 2〇 are tied together 11 200840913 into one body, and the 52-county public office 52 of the positioning steels is adjacent to the adjacent waste tire unit 20 And the Zheng tire tire unit 20 is tied together. Thus, the preferred embodiment of the present invention can achieve the same objects and effects as the above-described preferred embodiment. As shown in FIG. 13, which is a fifth preferred embodiment of the present invention, the preferred embodiment of the fifth embodiment is similar to the third preferred embodiment, and the difference is that: the waste of the embodiment The tire unit 6G is stacked in the axial direction and has a plurality of waste tires surrounding the buffer body unit ι around the axial direction X, respectively. And the waste ship 61 of the adjacent two-layer waste tire unit 6 is displaced from each other around the axial direction. The positioning unit 7 of the present embodiment has a plurality of steel cables 71 which pass through each of the waste tire units 6 and two adjacent waste tires η, respectively, and will be scrapped every month. The unit 6 is adjacent to the two adjacent waste tires, and the fifth preferred embodiment can achieve the same purpose and effect as the first preferred embodiment described above, and is set in this embodiment. When on the shoreline, the waste tire 61 of the waste tire unit 6G of the present embodiment can further reduce the effect of breaking waves on the oncoming sea/bright 300, and make the sea sand age accumulate in the rear of the embodiment to generate land. The function of the waterline is to avoid the erosion of the coastline. In summary, the water sand separation buffer device of the present invention can not only effectively break the wave of the water flow, but also significantly reduce the flow velocity of the water flow, thereby preventing the sandstone around the base of the structure from being hollowed out. Moreover, the sand particles contained in the water flow have the opportunity 12 200840913. Because the flow velocity is reduced and accumulated around the base of the structure, the base is further borrowed, so the invention can be achieved. The above is only the preferred embodiment of the present invention, and the scope of the present invention is not limited thereto, that is, the simple equivalent change of the patent application scope and the description of the invention is Modifications are still within the scope of the invention.
13 200840913 【圖式簡單說明】 圖 ja 疋 習知橋墩直接設置於河底 上的局部剖視示意圖 圖2是本發明水砂分離緩衝裝置的一 的局部分解立體示意圖； 較佳實施例 圖3是該第一較佳實施例的一廢輪胎單 的組合剖視示意圖； 兀與-鋼索籠 圖4疋該第一較佳實施例與一建 圈ς e 、體不意圖； 疋一局部剖視示意圖，說明該第一 該建構物間隔-間距; ‘佳貫施例與 圖6是本發明水砂分離緩衝裝置的一二 的局部分解剖視示意圖； ““例 -建L:是一類似目5的視圖’說明該第二較佳實施例與 建構物間隔一間距； 圖8是本發明水砂分離緩衝裝置的—第三較佳實施例 ’廢輪胎單元的局部分解立體示意圖； 圖9是該第三較佳實施例的一鋼索籠與該廢輪胎單元 的組合剖視示意圖； 白一圖10是本發明水砂分離緩衝裝置的一第四較佳實施例 的廢輪胎單元被二鋼索綁固成一體的立體示意圖； 圖11是-類似圖4的視圖，說明該第四較佳實施例的 相鄉廢輪胎單元是分別被數定位鋼索綁固在一起； 圖12是本發明水砂分離緩衝裝置的一第五較佳實施例 的俯視示意圖；及 14 200840913 圖13是該第五較佳實施例的剖視示意圖。13 200840913 [Simplified illustration of the drawing] Figure ja 局部 知 桥 桥 桥 桥 直接 直接 直接 直接 直接 桥 示意图 示意图 示意图 示意图 示意图 示意图 示意图 示意图 示意图 局部 示意图 局部 局部 局部 局部 局部 局部 局部 局部 局部 局部 局部 局部 局部 局部 ; ; ; ; ; ; ; ; ; A schematic cross-sectional view of a waste tire list of the first preferred embodiment; a cymbal and a cable cage; the first preferred embodiment and a coil ς e, body not intended; , illustrating the first interval-pitch of the construct; 'the best example and FIG. 6 is a partial anatomical view of the water sand separation buffer device of the present invention; ""Example-Build L: is a similar head 5 Figure 2 is a partially exploded perspective view of the waste tire unit of the third preferred embodiment of the water sand separation buffering device of the present invention; Figure 9 is a view of the same; A cross-sectional view of a combination of a steel cable cage and the waste tire unit of the third preferred embodiment; FIG. 10 is a fourth embodiment of the water sand separation buffer device of the present invention, the waste tire unit is tied by two steel cables Integrated three-dimensional FIG. 11 is a view similar to FIG. 4, illustrating that the Xiangxiang waste tire unit of the fourth preferred embodiment is respectively affixed together by a plurality of positioning cables; FIG. 12 is a first embodiment of the water sand separation buffering device of the present invention. A top plan view of a fifth preferred embodiment; and 14 200840913 FIG. 13 is a schematic cross-sectional view of the fifth preferred embodiment.
15 20084091315 200840913
【主要元件符號說明】 卜…· …橋墩 242* …··消波條 101… 捲柱 30·· •…·定位單元 102… …橋墩座 31… …··鋼索籠 200… …建構物 311 · ♦…·鋼索 210… …基部 32… •…·箍緊件 220… …樁柱 321 * •…·鋼索 230… …橋墩柱 40" •…·定位單元 300… …海浪 41… …"鋼索 100.* …緩衝裝置 42… …··頂端部 1 〇…· …緩衝主體單元 43… ……底端部 11…… …緩衝物 44"· ♦•…容置空間 12 *… …包覆件 50… ••…定位單元 2 0。… …廢輪胎單元 51… …··鋼索組 21 * - …廢輪胎 511， ……鋼索 211… …密封片 52… ……定位鋼索 22 ·… …逆止片 60… ……廢輪胎單元 221… …撓動片部 61… •…·廢輪胎 222… • μ分割線 70… ••…定位單元 23 …逆止板組 71"· •…·鋼索 231… …逆止板 X.… …♦•軸向 2 3 2… …撓動條 D… •…·間距 24…‘ …消波片組 241… …消波片 16[Description of main component symbols] Bu...·...Bridge 242* ...··Break strip 101... Roller 30·····Positioning unit 102... Bridge pier 31... Cable cage 200... Construction 311 ♦...·Steel cable 210...Base 32...•...·Hatching member 220...Peg 321*•...·Steel wire 230... Pier column 40" •... Positioning unit 300... Wave 41... ..."Steel cable 100 .* ...the buffer device 42...the top portion 1 〇...·the buffer body unit 43...the bottom end portion 11...the buffer 44"· ♦•...the accommodation space 12*...the cover member 50 ... ••... positioning unit 2 0. ...waste tire unit 51...···wire group 21*-...waste tire 511,...wire 211...sealing sheet 52...position cable 22...reverse stop 60......waste tire unit 221... ...flexing piece 61... •...waste tire 222... • μ dividing line 70... ••... positioning unit 23...checking plate group 71"·•...·steel wire 231...checking plate X....♦♦• Axial 2 3 2...Toggle bar D...•...· Spacing 24...' ...wavelet group 241...wavelet 16