JP6145914B2 - Separation method of foreign materials mixed soil - Google Patents

Separation method of foreign materials mixed soil Download PDF

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JP6145914B2
JP6145914B2 JP2012231348A JP2012231348A JP6145914B2 JP 6145914 B2 JP6145914 B2 JP 6145914B2 JP 2012231348 A JP2012231348 A JP 2012231348A JP 2012231348 A JP2012231348 A JP 2012231348A JP 6145914 B2 JP6145914 B2 JP 6145914B2
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JP2014084557A (en
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侑吾 梶田
侑吾 梶田
浩一朗 安野
浩一朗 安野
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Penta Ocean Construction Co Ltd
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本発明は、ゴミや木片等の異物が混在した浚渫土砂等の異物混在土砂を異物と再利用可能な砂等とに分別するための異物混在土砂の分別方法に関する。   The present invention relates to a foreign matter mixed soil sorting method for separating foreign matter mixed earth and sand such as dredged soil and sand mixed with foreign matters such as dust and wood pieces into foreign matter and reusable sand and the like.

水底部にゴミや木皮等の異物が多く堆積した水域で浚渫を行った場合、その浚渫土砂にはゴミや木皮等の異物が多く混在するため、このような浚渫土砂の再利用又は当該水域の再生を図るには、当該異物が混在した浚渫土砂を砂等とゴミや木片等の異物とに分別し、異物を除去する必要がある。   When dredging is carried out in a water area where a lot of foreign matter such as dust and bark has accumulated on the bottom of the water, the dredged sand contains a lot of foreign matter such as dust and bark. In order to regenerate, it is necessary to separate the dredged sand mixed with the foreign matter into sand or the like and foreign matter such as dust or wood pieces and remove the foreign matter.

従来、このような土砂と異物との分別方法としては、ろ過装置を使用した分別方法(例えば、特許文献1を参照)や、水底部に設置した函体内で浚渫土砂を攪拌しつつ当該函体内の土砂をサンドポンプにより吸引し、その吸引した土砂をスクリーンに通して砂のみを取り出す方法(例えば、特許文献2を参照)、浚渫土砂に含まれる砂と異物との比重差を利用して分離する方法(例えば、特許文献3を参照)等がある。   Conventionally, as a method for separating such earth and sand from foreign matter, a separation method using a filtration device (see, for example, Patent Document 1), and the box while stirring the dredged earth and sand in the box installed at the bottom of the water. A method of sucking the earth and sand with a sand pump, passing the sucked earth and sand through a screen and taking out only the sand (see, for example, Patent Document 2), and separating using the specific gravity difference between sand contained in dredged earth and foreign matter (For example, refer to Patent Document 3).

また、浚渫土砂に含まれる異物には、粘性の高い泥やシルト等がこびり付く可能性が高く、異物のみを除去することが困難であるという問題があり、従来このような問題に対しては、ジェット水流を異物に向けて噴射し、それにより異物にこびり付いた泥やシルトを取り除く方法が採られていた(例えば、特許文献4を参照)。   In addition, foreign matter contained in dredged soil has a high possibility that mud or silt with high viscosity will stick, and it is difficult to remove only foreign matter. Employs a method in which a jet water stream is sprayed toward a foreign substance, thereby removing mud and silt stuck to the foreign substance (see, for example, Patent Document 4).

特開平11 −137910号公報Japanese Patent Laid-Open No. 11-137910 特開2005−163364号公報JP 2005-163364 A 特開2002−254063号公報JP 2002-254063 A 特開2005−279454号公報JP 2005-279454 A

しかしながら、浚渫土砂には、木片、ゴミ、ワイヤー、その他の不法投棄物等、それぞれ大きさや比重の異なる異物が含まれ、上述の如き従来の技術では、浚渫土砂を異物と土砂とを十分に分離させることが困難で、その為、上述の如き分別作業とは別に、別途人力等による分別を必要とする場合が生じ、その分の作業時間、作業費用がかさむと共に、異物の分離精度が低下するおそれがあった。   However, dredged soil contains foreign materials with different sizes and specific gravities, such as wood chips, garbage, wires, and other illegally dumped items. The conventional technology as described above sufficiently separates dredged soil from foreign materials and sediment. Therefore, in addition to the separation work as described above, separation by human power may be required, which increases the work time and work cost, and reduces the separation accuracy of foreign matter. There was a fear.

一方、上述の如きジェット水流を用いた方法では、ジェット噴射ノズルの位置調整等が煩雑で、また、場合によっては異物を陸揚げし、陸上にて作業を行う必要が生じることから、作業に多くの時間を要するという問題があった。   On the other hand, in the method using the jet water flow as described above, the position adjustment of the jet injection nozzle is complicated, and in some cases, it is necessary to land the foreign matter and work on land. There was a problem of taking time.

更に、このようなジェット水流を用いた方法にあっては、作業を水中で行う場合、ジェット水流が異物にこびり付いた泥やシルトを飛散させるとともに、周囲の土砂を巻き上げ、それにより周辺水域に汚濁が生じさせるおそれがあった。   Furthermore, in such a method using a jet water flow, when the work is carried out underwater, the jet water flow scatters mud and silt stuck to foreign matter and winds up surrounding soil and thereby pollutes the surrounding water area. There was a risk of causing.

そこで、本発明は、このような従来の問題に鑑み、浚渫土砂を効率よく木片やゴミ等の異物と再利用可能な土砂とに効率よく分離することができる異物混在土砂の分別方法の提供を目的としてなされたものである。   Therefore, in view of such a conventional problem, the present invention provides a method for separating foreign matter mixed earth and sand that can efficiently separate dredged earth and sand into foreign matters such as wood chips and dust and reusable earth and sand. It was made as a purpose.

上述の如き従来の問題を解決するための請求項1に記載の発明の特徴は、網状材からなる透過部を有する有底筒状の土砂分離用籠と、該土砂分離用籠を上下動可能に支持する上下動装置とを備えた土砂分別装置を使用し、前記土砂分離用籠内に異物が混在した土砂を投入し、前記土砂分離用籠の底部が水面上に露出する位置に設定した上限位置と水中に設定された下限位置との間で前記上下動装置による該土砂分離用籠の移動を繰り返し、当該移動に伴う水流を利用して前記異物が混在した土砂を異物と土砂とに分離させつつ、該分離された前記土砂のみを前記透過部を通して水底に落下させ、然る後、前記土砂分離用籠内に残存した異物を撤去する異物混在土砂の分別方法にある。 The feature of the invention described in claim 1 for solving the conventional problems as described above is that a bottomed cylindrical earth-and-sand separation basket having a transmission portion made of a net-like material and the earth-and-sand separation basket can be moved up and down. The earth and sand separation device provided with a vertical movement device supported on the earth and sand, and the earth and sand mixed with foreign matter was put into the earth and sand separation basket, and the bottom of the earth and sand separation basket was set to a position exposed on the water surface. The earth-and-sand separation basket is repeatedly moved by the vertical movement device between an upper limit position and a lower-limit position set in water, and the earth and sand mixed with the foreign substances are converted into foreign substances and earth and sand using the water flow accompanying the movement. While separating, only the separated earth and sand is dropped to the bottom of the water through the permeation section, and then the foreign substance mixed earth and sand separating method is used to remove the foreign substances remaining in the earth and sand separating basket.

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記土砂分離用籠の外周部に筒周方向に間隔を置いて旋回用羽根部材を備え、前記旋回用羽根部材が前記土砂分離用籠の上下移動に伴う水流を受けることにより前記土砂分離用籠が筒中心軸回りに回転することにある。 According to a second aspect of the present invention, in addition to the structure of the first aspect, a swirling blade member is provided at an outer peripheral portion of the earth and sand separating basket with a space in a cylindrical circumferential direction, and the swirling blade member is The earth and sand separating slag is rotated around the center axis of the cylinder by receiving a water flow accompanying the vertical movement of the earth and sand separating slag.

請求項3に記載の発明の特徴は、請求項1又は2の構成に加え、前記上下動装置にクレーン装置を使用し、該クレーン装置のジブより繰り出されたワイヤーの途中又は前記土砂分離用籠を吊り持ち支持する吊り部材と前記ワイヤーとの連結部に、互いにワイヤー軸周りで回転自在に連結された一対の回転部材からなる自在連結部材を介材させてなることにある。 The feature of the invention of claim 3 is that, in addition to the configuration of claim 1 or 2 , a crane device is used for the vertical movement device, and the middle of the wire fed from the jib of the crane device or the earth and sand separating dredger The connecting portion between the suspension member that holds and supports the wire and the wire is provided with a universal connection member including a pair of rotation members that are rotatably connected to each other around the wire axis.

請求項4に記載の発明の特徴は、請求項1〜3の何れか1の構成に加え、上端部を水上に突出させた状態で上下に開口した筒状の汚濁防止枠を水中に設置し、前記下限位置を前記汚濁防止枠内に設定することにある。 According to a fourth aspect of the present invention, in addition to the configuration of any one of the first to third aspects , a cylindrical anti-pollution frame that is opened up and down with the upper end protruding above the water is installed in the water. The lower limit position is set in the pollution prevention frame.

請求項5に記載の発明の特徴は、請求項4の構成に加え、前記汚濁防止枠の下部に下縁が水底に着底するように筒状の汚濁防止膜を設置することにある。 According to a fifth aspect of the present invention, in addition to the configuration of the fourth aspect, a cylindrical antifouling film is provided in a lower part of the antifouling frame so that a lower edge settles on the water bottom.

本発明に係る異物混在土砂の分別方法は、上述したように、網状材からなる透過部を有する有底筒状の土砂分離用籠と、該土砂分離用籠を上下動可能に支持する上下動装置とを備えた土砂分別装置を使用し、前記土砂分離用籠内に異物が混在した土砂を投入し、該土砂分離用籠を前記上下動装置により所望の上限位置と水中に設定された下限位置との間で移動させ、当該移動に伴う水流を利用して前記異物が混在した土砂を異物と土砂とに分離させつつ、該分離された前記土砂のみを前記透過部を通して水底に落下させ、然る後、前記土砂分離用籠内に残存した異物を撤去することにより、異物が混在した土砂を効率よく異物と土砂とに分別することができる。   As described above, the method for separating foreign matter-mixed earth and sand according to the present invention includes a bottomed cylindrical earth-and-sand separation basket having a transmission portion made of a net-like material, and vertical movement that supports the earth-and-sand separation basket so as to be movable up and down A soil separation device equipped with a device, and the soil and sand separating slag are put into the soil separating slag, the soil separation slag is set to a desired upper limit position and the lower limit set by the vertical movement device Moving between the positions, using the water flow associated with the movement to separate the soil mixed with foreign matter into foreign matter and soil, while dropping only the separated soil into the bottom of the water through the permeation part, Thereafter, by removing the foreign matter remaining in the earth and sand separation basket, the earth and sand in which the foreign matter is mixed can be efficiently separated into foreign matter and earth and sand.

また、本発明において、前記上限位置を前記土砂分離用籠の底部が水面上に露出する位置に設定することにより、土砂分離用籠が上下移動する度に水面を通過し、その際の衝撃が異物が混在した土砂に作用することにより高い分離効果を得ることができる。   Further, in the present invention, by setting the upper limit position to a position where the bottom of the earth and sand separating basin is exposed on the water surface, the earth and sand separating ridge passes through the water surface every time it moves up and down, and the impact at that time A high separation effect can be obtained by acting on earth and sand mixed with foreign matters.

更に本発明において、前記土砂分離用籠の外周部に筒周方向に間隔を置いて旋回用羽根部材を備え、前記旋回用羽根部材が前記土砂分離用籠の上下移動に伴う水流を受けることにより前記土砂分離用籠が筒中心軸回りに回転することにより、土砂分離用籠が水中を上下移動する際に、当該上下移動による水流に加え、筒中心軸周りの旋回流が生じ、高い分離効果を得ることができる。   Further, in the present invention, a swirl vane member is provided at an outer peripheral portion of the earth and sand separating ridge at intervals in the cylinder circumferential direction, and the swirl vane member receives a water flow accompanying the vertical movement of the earth and sand separating dredge. By rotating the earth and sand separating rod around the cylinder central axis, when the earth and sand separating rod moves up and down in the water, a swirling flow around the cylinder central axis is generated in addition to the water flow caused by the vertical movement, and a high separation effect is obtained. Can be obtained.

更に又本発明において、前記上下動装置にクレーン装置を使用し、該クレーン装置のジブより繰り出されたワイヤーの途中又は前記土砂分離用籠を吊り持ち支持する吊り部材と前記ワイヤーとの連結部に、互いにワイヤー軸周りで回転自在に連結された一対の回転部材からなる自在連結部材を介材させてなることにより、土砂分離用籠に回転方向の力が作用した際に、その回転方向力によるワイヤーのねじれを防止することができる。   Furthermore, in the present invention, a crane device is used for the vertical movement device, and the connecting portion between the wire and the suspension member that supports and supports the earth-and-sand separation rod is suspended in the middle of the wire fed from the jib of the crane device. When a rotational force is applied to the earth-and-sand separating basket by interposing a universal connecting member composed of a pair of rotating members that are rotatably connected to each other around the wire axis, Wire twist can be prevented.

また、本発明において、上端部を水上に突出させた状態で上下に開口した筒状の汚濁防止枠を水中に設置し、前記下限位置を前記汚濁防止枠内に設定することにより、周辺水域の土砂の飛散による汚濁を防止することができる。   Further, in the present invention, by installing a cylindrical pollution prevention frame that opens up and down with the upper end protruding above the water, and setting the lower limit position within the pollution prevention frame, Pollution due to scattering of earth and sand can be prevented.

更に又、本発明において、前記汚濁防止枠の下部に下縁が水底に着底するように筒状の汚濁防止膜を設置することにより、水底部における周辺水域の汚濁を防止することができる。   Furthermore, in the present invention, it is possible to prevent contamination of the surrounding water area at the bottom of the water by installing a cylindrical anti-pollution film so that the lower edge bottoms on the bottom of the water.

本発明に係る異物混在土砂の分別方法に使用する分別装置の一例を示す側面図である。It is a side view which shows an example of the sorting apparatus used for the classification method of the foreign material mixed earth and sand which concerns on this invention. (a)は同上の土砂分離用籠の一例を示す平面図、(b)は同正面図である。(A) is a top view which shows an example of the soil-and-sand separation basket same as the above, (b) is the front view. 旋回用羽根部材の作用を説明するために模式的に示した土砂分離用籠の斜視図であって、(a)は下降時、(b)は上昇時の状態をそれぞれ示す図である。It is a perspective view of the earth-and-sand separation gutter typically shown in order to explain an operation of a blade member for rotation, (a) is a figure at the time of descent, and (b) is a figure showing a state at the time of ascent. (a)〜(d)は、本発明に係る異物混在土砂の分別方法の各工程を簡略的に示す正面図である。(A)-(d) is a front view which shows simply each process of the classification method of the foreign material mixed earth and sand which concerns on this invention. 本発明に係る異物混在土砂の分別方法に使用する分別装置の他の一例を示す側面図である。It is a side view which shows another example of the classification device used for the classification method of the foreign material mixed earth and sand which concerns on this invention. 同上の平面図である。It is a top view same as the above.

次に、本発明に係る異物混在土砂の分別方法の実施の態様を図に示した実施例に基づいて説明する。尚、図1は本発明方法に使用する土砂分別装置1の使用状態の一例を示し、図中符号Aは水底、符号Bは水面、符号Cは岸壁部である。   Next, an embodiment of the foreign matter mixed earth and sand sorting method according to the present invention will be described based on the embodiments shown in the drawings. FIG. 1 shows an example of the state of use of the earth and sand sorting apparatus 1 used in the method of the present invention. In the figure, symbol A is a water bottom, symbol B is a water surface, and symbol C is a quay.

この土砂分別装置1は、網状材からなる透過部を有する土砂分離用籠2と、クレーン装置等からなる上下動装置3とを備え、土砂分離用籠2が上下動装置3により上下動可能に支持されている。   This earth and sand separation device 1 includes an earth and sand separating rod 2 having a transmission part made of a net-like material, and an up and down moving device 3 made of a crane device and the like. The earth and sand separating rod 2 can be moved up and down by an up and down moving device 3. It is supported.

上下動装置3には、例えば、図1に示す如き岸壁部Cに設置されたクレーン装置を使用し、クレーン装置のジブ4の先端より繰り出されたワイヤー5の下端に吊り部材6を介して土砂分離用籠2が吊り持ち支持され、ワイヤー5を繰り出し・巻き取り動作することにより土砂分離用籠2が上下移動するようになっている。   As the vertical movement device 3, for example, a crane device installed on a quay C as shown in FIG. 1 is used, and earth and sand are attached to the lower end of the wire 5 fed from the tip of the jib 4 of the crane device via a suspension member 6. The separation basket 2 is suspended and supported, and the earth and sand separation basket 2 moves up and down by feeding and winding the wire 5.

また、上下動装置3は、ワイヤー5の繰り出し量及び巻き取り量を制御することにより、土砂分離用籠2の上下方向位置を制御することができ、また、ワイヤー5の繰り出し速度及び巻き取り速度を制御することにより、土砂分離用籠2の上下動速度を制御できるようになっている。   Further, the vertical movement device 3 can control the vertical position of the earth and sand separating basket 2 by controlling the feeding amount and winding amount of the wire 5, and the feeding speed and winding speed of the wire 5. By controlling the above, the vertical movement speed of the earth and sand separating ridge 2 can be controlled.

土砂分離用籠2は、図2に示すように、上端に土砂投入口10が開口した有底の八角筒状に形成され、その周壁部及び底面部には網状材からなる透過部11,12が形成されている。   As shown in FIG. 2, the earth-and-sand separation basket 2 is formed in a bottomed octagonal cylinder shape having an earth-and-sand inlet 10 opened at the upper end, and the permeation parts 11 and 12 made of a net-like material on the peripheral wall part and the bottom part. Is formed.

この土砂分離用籠2は、上下に開口した八角筒状の籠本体13と、籠本体13の底面部に配置された一対の開閉蓋体14,14とを備え、籠本体13の下端開口部が開閉蓋体14,14により開閉可能に閉じられている。   The earth and sand separating basket 2 includes an octagonal cylindrical bowl main body 13 that is opened up and down, and a pair of opening and closing lids 14 and 14 disposed on the bottom surface of the bowl main body 13. Is closed by the open / close lids 14 and 14 so as to be openable and closable.

尚、図示しないが、土砂分離用籠2の上面部は、着脱可能な網状材からなる蓋体或いは底部と同様に開閉蓋体14,14により開閉可能に閉鎖し、上面開口部より異物が飛散しないようにすることが好ましい。   Although not shown in the drawing, the top surface of the earth and sand separating basket 2 is closed so that it can be opened and closed by the open / close lids 14 and 14 in the same manner as the lid or bottom made of a detachable mesh material, and foreign matter is scattered from the top surface opening. It is preferable not to do so.

籠本体13は、互いに上下方向に間隔を置いて配置された八角枠状の上枠15及び下枠16と、上下枠15,16間を連結する複数の縦梁材17,17...と、隣り合う縦梁材17,17間を連結する複数の横梁材18,18...とを組み合わせることにより骨組が形成され、当該骨組に鋼製の周壁用網状材11aを支持させることにより八角筒状の周壁部全周に亘って透過部11が形成されている。   The eaves body 13 includes an octagonal frame-like upper frame 15 and lower frame 16 that are spaced apart from each other in the vertical direction, and a plurality of vertical beam members 17, 17... Connecting the upper and lower frames 15, 16. A frame is formed by combining a plurality of horizontal beam members 18, 18... Connecting the adjacent vertical beam members 17, 17, and an octagon is formed by supporting the steel peripheral wall mesh member 11 a on the frame. A transmission portion 11 is formed over the entire circumference of the cylindrical peripheral wall portion.

この籠本体13は、水中で籠全体に作用する浮力を考慮し、底部に図示しない錘を取り付けたり、下枠16を重量の嵩む材料により構成したりすること等により重心が底部側に位置するように形成され、水中でも安定した姿勢を保ち、且つ一定以上の速度で下降できるようになっている。   In consideration of the buoyancy acting on the entire heel in water, the heel body 13 has a center of gravity located on the bottom side by attaching a weight (not shown) to the bottom, or by configuring the lower frame 16 with a heavy material. It is formed in such a way that it can maintain a stable posture even in water and can descend at a speed above a certain level.

尚、周壁用網状材11aは、木皮等の異物が透過不能であって、且つ、土砂のみが透過できるように網目が形成されている。   The mesh member 11a for the peripheral wall is formed with a mesh so that foreign matters such as bark cannot pass through and only earth and sand can pass through.

この土砂分離用籠2の外周部、即ち、籠本体13の外周部には、筒周方向に間隔を置いて複数の旋回用羽根部材19,19...が備えられている。   A plurality of blade members 19, 19... For turning are provided at an outer peripheral portion of the earth-and-sand separating casket 2, that is, an outer peripheral portion of the cocoon main body 13 at intervals in the cylinder circumferential direction.

各旋回用羽根部材19,19...は、鋼板等により細長板状に形成され、その一方の側縁部を八角筒状に形成された籠本体13の各側面部に固定して外側に向けて突設されるとともに、該側面部の対角線に沿って斜め方向に傾けた状態、即ち、旋回用羽根部材19の表面を上下方向に対し所望の角度θに傾けた状態で配置されている。   Each of the swirling blade members 19, 19 ... is formed into an elongated plate shape with a steel plate or the like, and one side edge portion thereof is fixed to each side surface portion of the rod main body 13 formed in an octagonal cylindrical shape, and is outward. And is disposed in a state in which the surface of the turning blade member 19 is inclined at a desired angle θ with respect to the vertical direction. .

旋回用羽根部材19,19...の設置角度(迎角)θ及び旋回用羽根部材19,19...の表面積は、設定旋回量、上下動装置3による上下動速度、作業水域の環境等の諸条件に基づき設定されている。   The installation angle (attack angle) θ of the swirling blade members 19, 19 ... and the surface area of the swirling blade members 19, 19 ... are the set swirling amount, the vertical movement speed by the vertical movement device 3, and the environment of the working water area. It is set based on various conditions such as.

このように構成された旋回用羽根部材19,19...は、土砂分離用籠2を水中で上下動させた際に生じる水流を上面側又は下面側より受けて筒周方向に向けて揚力が作用し、それにより土砂分離用籠2を筒中心軸周りに旋回させるようになっている。   The swirling blade members 19, 19... Configured as described above receive a water flow generated when the earth and sand separating basket 2 is moved up and down in water from the upper surface side or the lower surface side, and lift in the cylinder circumferential direction. Acts, thereby turning the earth and sand separating cage 2 around the center axis of the cylinder.

即ち、籠下降時には、図3(a)に示すように、旋回用羽根部材19,19...が下面側からの水流を受けて土砂分離用籠2が反時計回りに旋回し、籠上昇時には、図3(b)に示すように、旋回用羽根部材19,19...が上面側からの水流を受けて土砂分離用籠2が時計回りに旋回するようになっている。   That is, when the dredging descends, as shown in FIG. 3 (a), the swirling blade members 19, 19,... Receive the water flow from the lower surface side and the earth and sand separating trough 2 swivels counterclockwise to raise the dredging. Sometimes, as shown in FIG. 3 (b), the swirling blade members 19, 19,... Receive the water flow from the upper surface side so that the earth and sand separating cage 2 swivels clockwise.

尚、旋回用羽根部材19,19...の形状は、上述の如き形状に限定されず、例えば、筒周方向で非対称な翼断面形状を有する翼状に形成し、土砂分離用籠2の上下移動に伴う水流を受けて旋回用羽根部材19,19...を隔てた筒周方向の両側水流の流速に差が生じるようにし、それにより土砂分離用籠2を筒軸周りに旋回させる揚力を得るようにしたもの等であってもよい。   The shape of the swirling blade members 19, 19... Is not limited to the shape as described above, and is formed, for example, in a wing shape having an asymmetric blade cross-sectional shape in the cylinder circumferential direction. Lifting force that causes a difference in flow velocity between the water flows in the cylinder circumferential direction separating the swirling blade members 19, 19.. It is also possible to obtain the above.

一方、籠本体13を構成する上枠15の上面部には、複数の吊り具20,20...が固定されており、この吊り具20,20...に吊り部材6を構成する各吊り持ちワイヤー21,21...の下端が連結されるようになっている。   On the other hand, a plurality of suspending tools 20, 20... Are fixed to the upper surface portion of the upper frame 15 constituting the main body 13. The lower ends of the suspension wires 21, 21... Are connected.

各吊り持ちワイヤー21,21...の上端は、自在連結部材22を介して、クレーンのジブ4より繰り出されたワイヤー5に連結され、吊り部材6を介して土砂分離用籠2が上下動装置3に吊り持ち支持されるようになっている。   The upper ends of the suspension wires 21, 21... Are connected to the wires 5 fed from the jib 4 of the crane via the universal connection members 22, and the earth and sand separation basket 2 moves up and down via the suspension members 6. The device 3 is suspended and supported.

自在連結部材22は、互いにワイヤー5軸周りで回転自在に連結された一対の回転部材23,24をもって構成され、この自在連結部材22を介在させることにより土砂分離用籠2の旋回によるワイヤー5のねじれを防止するようになっている。   The universal connecting member 22 is composed of a pair of rotating members 23 and 24 that are connected to each other so as to be rotatable around the axis of the wire 5, and by interposing the universal connecting member 22, It is designed to prevent twisting.

開閉蓋体14,14は、八角形状の底面部を2分割した形状の枠体25,25を備え、この枠体25,25内に鋼製の底面部用網状材12aを支持させることにより籠底面部に透過部12が形成されている。   The opening / closing lids 14 and 14 are provided with frame bodies 25 and 25 each having an octagonal bottom surface portion divided into two, and a steel bottom mesh member 12a is supported in the frame bodies 25 and 25 by A transmission part 12 is formed on the bottom part.

底面部用網状材12aは、周壁用網状材11aの網目に比して細かい網目をもって形成され、木皮等の異物が透過不能で、且つ、土砂のみが透過できるようになっている。   The bottom-surface mesh member 12a is formed with a finer mesh than the mesh of the peripheral wall mesh member 11a, so that foreign matter such as bark cannot be transmitted, and only earth and sand can be transmitted.

各枠体25,25は、互いに突き合わされる中心線部分と平行な外側縁部が籠本体13の下端面部、即ち下枠16の下面部に枢支され、図2(b)中に一点鎖線で示すように下向きに開くようになっており、図示しない開閉手段により開閉動作がされるようになっている。   Each frame 25, 25 has an outer edge parallel to the center line part butted against each other pivotally supported at the lower end surface of the bag body 13, that is, the lower surface of the lower frame 16. As shown in FIG. 2, the opening is made downward, and the opening / closing operation is performed by an opening / closing means (not shown).

開閉手段は、例えば、各枠体25,25に連結されたワイヤーをもって構成し、そのワイヤーを繰り出し・巻き取り操作することにより開閉するようになっている。   The opening / closing means is constituted by, for example, a wire connected to each of the frame bodies 25, 25, and is opened and closed by feeding and winding the wire.

この分別装置1を使用し、異物が混在した土砂(以下、異物混在土砂という)30を分別する方法を以下に説明する。尚、実施例中の土砂分離用籠2の上下方向の各位置は、土砂分離用籠2の下端を基準とした水底面からの高さ位置とする。   A method for separating earth and sand mixed with foreign matters (hereinafter referred to as foreign matter mixed earth and sand) 30 using this sorting apparatus 1 will be described below. In addition, let each position of the up-down direction of the earth-and-sand separation basket 2 in an Example be a height position from the water bottom surface on the basis of the lower end of the earth-and-sand separation basket 2.

まず、上下動装置3を構成するクレーン装置を所望の水域に区画された分別処理区域に隣接する岸壁部Cに移動させ、クレーン装置のジブ4の先端より繰り出されたワイヤー5の下端に吊り部材6及び自在連結部材22を介して土砂分離用籠2を吊り持ち支持させる。   First, the crane device constituting the vertical movement device 3 is moved to the quay part C adjacent to the separation processing area partitioned into a desired water area, and a suspension member is attached to the lower end of the wire 5 fed out from the tip of the jib 4 of the crane device. 6 and the universal connecting member 22 are used to suspend and support the earth and sand separating cage 2.

次に、図4(a)に示すように、上下動装置3を操作し、土砂分離用籠2を所望の土砂投入作業位置P0に配置し、その位置で図示しない土砂運搬船より小型のバックホウ31等を使用して土砂分離用籠2の上端開口部より木片等の異物が混在した土砂30を投入し、必要に応じて上端開口部を蓋体により閉鎖する。   Next, as shown in FIG. 4 (a), the vertical movement device 3 is operated to place the earth and sand separating rod 2 at a desired earth and sand loading work position P0, and a backhoe 31 smaller than the earth and sand transport ship (not shown) at that position. The earth and sand 30 in which foreign matters such as wood chips are mixed is introduced from the upper end opening of the earth and sand separating basket 2 and the upper end opening is closed with a lid as necessary.

然る後、上下動装置3によりワイヤー5を巻き取り操作し、この異物が混在した土砂30が投入された土砂分離用籠2を図4(b)に示す上限位置Puまで上昇させる。   Thereafter, the wire 5 is wound up by the up-and-down moving device 3, and the earth-and-sand separating basket 2 into which the earth and sand 30 mixed with this foreign matter is put up is raised to the upper limit position Pu shown in FIG.

この上限位置Puは、後述する下限位置Pdより上方に位置するのであれば特に限定されないが、土砂分離用籠2の底部が水面上に露出する高さ位置であることが好ましく、更には水面より一定の高さを置いた高さ位置とすることが望ましい。   The upper limit position Pu is not particularly limited as long as the upper limit position Pu is located above the lower limit position Pd described later, but is preferably a height position at which the bottom of the earth and sand separation basket 2 is exposed on the water surface, and more preferably from the water surface. It is desirable to set the height position at a certain height.

そして、土砂分離用籠2を上限位置Puまで吊りあげた後、図4(b)〜図4(c)に示すように、上下動装置3により土砂分離用籠2の下降速度を制御しつつ、ワイヤー5を水中に設置された下限位置Pdに至るまで繰り出す。   And after lifting up the earth and sand separation basket 2 to the upper limit position Pu, as shown in FIGS. 4B to 4C, the vertical movement device 3 controls the descending speed of the earth and sand separation basket 2 Then, the wire 5 is fed out to reach the lower limit position Pd installed in water.

このとき、上限位置Puを水面B上に設定しておくことにより、土砂分離用籠2が水面を通過し、その際の衝撃が透過部11,12を通して籠内の異物混在土砂30に作用し、その衝撃により異物32と土砂33とに分離される。   At this time, by setting the upper limit position Pu on the water surface B, the earth and sand separating basket 2 passes through the water surface, and the impact at that time acts on the foreign substance mixed earth and sand 30 in the basket through the transmission parts 11 and 12. The foreign matter 32 and the earth and sand 33 are separated by the impact.

また、土砂分離用籠2が水中を下降する場合、土砂分離用籠2には、相対的に上向きの水流が作用し、当該水流により籠内の異物混在土砂30が攪拌され、それにより異物32と土砂33とに分離される。   In addition, when the earth and sand separation basket 2 descends in water, a relatively upward water flow acts on the earth and sand separation basket 2, and the foreign substance mixed earth and sand 30 in the basket is stirred by the water flow, whereby the foreign substance 32. And earth and sand 33.

更には、旋回用羽根部材19,19...が図3(a)に示すように、籠の下降に伴う水流を受けることにより、土砂分離用籠2に筒中心軸周りに旋回する力が作用し、籠内の異物混在土砂30に上向きの水流に加え、旋回方向の流れが作用し、異物32と土砂33とへの分離が促進される。   Further, as shown in FIG. 3A, the swirling blade members 19, 19... Receive a water flow accompanying the descent of the dredging, whereby the earth and sand separating dredger 2 is swung around the center axis of the cylinder. In addition to the upward water flow, the swirl direction flow acts on the foreign substance mixed earth and sand 30 in the basket, and the separation into the foreign substance 32 and the earth and sand 33 is promoted.

そして、比重が大きく外形の小さい土砂33は、籠中央側に移動しつつ沈降し、更に、透過部11,12を通して水底部Bに落下する。一方、比重が小さく外形の大きい木皮等の異物32,32...は、透過部11,12を通過できずに、土砂分離用籠2内に滞留若しくは内底部に堆積して残存する。   Then, the earth and sand 33 having a large specific gravity and a small outer shape settles while moving to the center of the ridge, and further falls to the water bottom B through the transmission parts 11 and 12. On the other hand, the foreign matter 32, 32,..., Such as bark having a small specific gravity and a large outer shape, cannot pass through the transmission parts 11, 12, but stays in the earth and sand separation basket 2 or accumulates on the inner bottom.

尚、下限位置Pdは、水中であって水底面より一定の距離を置いた高さに設定され、分離された土砂33が土砂分離用籠2底部の透過部12を通して水底部Aの所望の位置に飛散せずに堆積するように設定されている。   The lower limit position Pd is set to a height that is underwater and at a certain distance from the bottom of the water, and the separated earth and sand 33 passes through the permeation part 12 at the bottom of the earth and sand separation basket 2 to a desired position of the water bottom A. It is set to deposit without splashing.

そして、下限位置Pdに到達したら、次に図4(c)〜図4(b)の順に、上昇速度を制御しつつワイヤー5を巻き取り操作し、上限位置Puに至るまで土砂分離用籠2を上昇させる。   Then, when the lower limit position Pd is reached, the wire 5 is wound up while controlling the ascending speed in the order of FIGS. 4C to 4B, and the earth and sand separating rod 2 is reached until the upper limit position Pu is reached. To raise.

このとき、土砂分離用籠2が水中を上昇することにより、土砂分離用籠2には、相対的に下向きの水流が作用し、当該水流により籠内の異物混在土砂30が攪拌され、それにより異物32と土砂33とに分離される。   At this time, when the earth and sand separation basket 2 rises in the water, a relatively downward water flow acts on the earth and sand separation basket 2, and the foreign-material mixed earth and sand 30 in the basket is stirred by the water flow, thereby The foreign matter 32 and the earth and sand 33 are separated.

更には、旋回用羽根部材19,19...が図3(b)に示すように、籠の上昇に伴う水流を受けることにより、土砂分離用籠2に筒中心軸周りに下降時とは反対方向に旋回する力が作用し、籠内の異物混在土砂30に上向きの水流に加え、逆旋回方向の流れが作用し、異物混在土砂30の異物と土砂とへの分離が促進される。   Further, as shown in FIG. 3 (b), when the swirling blade members 19, 19... Receive the water flow accompanying the rising of the dredge, the earth and sand separating dredge 2 is lowered around the center axis of the cylinder. A force that swirls in the opposite direction acts, and a flow in the reverse swirl direction acts on the foreign matter-containing soil 30 in the basket in addition to the upward water flow, and the separation of the foreign matter-containing soil 30 into the foreign matter and the sand is promoted.

更に又、土砂分離用籠2の底部が水面を通過し、その際の衝撃が透過部11,12を通して籠内の異物混在土砂30に作用し、その衝撃により土砂32と異物33とに分離される。   Furthermore, the bottom of the earth-and-sand separation basket 2 passes through the water surface, and the impact at that time acts on the foreign-material mixed earth and sand 30 in the basket through the transmission parts 11 and 12, and is separated into the earth and sand 32 and the foreign substance 33 by the impact. The

そして、比重が大きく外形の小さい土砂32は、分離されて透過部11,12を通して水中に落下し、更に水底部Bに沈降する。一方、比重が小さく外形の大きい木皮等の異物32,32...は、透過部11,12を通過できずに、土砂分離用籠2内に堆積して残存する。   Then, the earth and sand 32 having a large specific gravity and a small outer shape are separated and fall into the water through the transmission parts 11 and 12 and further settle on the bottom B. On the other hand, foreign matter 32, 32,..., Such as bark having a small specific gravity and a large outer shape, cannot pass through the transmission parts 11, 12, but accumulates and remains in the earth and sand separation basket 2.

図4(b)〜図4(c)、図4(c)〜4(b)の順に土砂分離用籠2の上下移動を所望の回数だけ繰り返し、異物32と土砂33との分離が十分に行われたら、図4(d)に示すように、上下動装置3を操作して土砂分離用籠2を異物撤去用の運搬船34上に移動させ、その位置で開閉蓋体14,14を解放し、土砂分離用籠2内に残存していた木片等の異物32,32...を運搬船34上に積み替え、一連の分別作業工程を終了する。   4 (b) to FIG. 4 (c) and FIGS. 4 (c) to 4 (b) are repeatedly moved up and down by the desired number of times in order, and the separation of the foreign matter 32 and the earth and sand 33 is sufficiently performed. When done, as shown in FIG. 4 (d), the vertical movement device 3 is operated to move the earth and sand separating dredger 2 onto the transport vessel 34 for removing foreign matter, and the opening and closing lids 14 and 14 are released at that position. Then, the foreign matter 32, 32... Such as wood chips remaining in the earth and sand separation basket 2 is reloaded onto the transport ship 34, and the series of separation work steps is completed.

そして、土砂分離用籠2内の異物の排出した後、両開閉蓋体14,14を閉じて土砂分離用籠2底部を閉鎖し、その状態で図4(a)の状態に復帰し、分別作業区域を移動しつつ一連の分別作業を繰り返す。   After the foreign matter in the earth and sand separating basket 2 is discharged, both the opening and closing lid bodies 14 and 14 are closed to close the bottom of the earth and sand separating bowl 2 and the state returns to the state shown in FIG. A series of sorting operations are repeated while moving through the work area.

尚、本発明方法においては、図5、図6に示すように、上端部を水上に突出させた状態で上下に開口した筒状の汚濁防止枠40を水中に設置し、下限位置Pdを汚濁防止枠40内に設定した上で、上述の一連の分別作業を行い、土砂分離用籠2より透過部11,12を通して排出された土砂33が周辺の水域に飛散するのを防止し、汚濁が生じないようにすることが好ましい。尚、上述の実施例と同様の構成には同一符号を付して説明する。   In the method of the present invention, as shown in FIGS. 5 and 6, a cylindrical anti-pollution frame 40 opened up and down with the upper end protruding above the water is installed in the water, and the lower limit position Pd is set to be polluted. After setting in the prevention frame 40, the above-described series of separation work is performed to prevent the earth and sand 33 discharged from the earth and sand separating basket 2 from passing through the permeation parts 11 and 12 from being scattered in the surrounding water area. It is preferable not to occur. In addition, the same code | symbol is attached | subjected and demonstrated to the structure similar to the above-mentioned Example.

汚濁防止枠40は、鋼材をもって上下に開口した円筒状等の筒状に形成され、浮力調整手段41により、上端開口を水上に突出させた状態で水中に浮かせた状態で設置できるようになっている。   The pollution prevention frame 40 is formed in a cylindrical shape such as a cylindrical shape opened up and down with a steel material, and can be installed in a state of being floated in water with the upper end opening protruding above the water by the buoyancy adjusting means 41. Yes.

この汚濁防止枠40は、上端開口を水上に突出させた状態で水中に設置することにより、汚濁防止枠40の内側と外側とを遮断し、土砂分離用籠2内より透過部11,12を通して排出された土砂が周辺の水域に飛散するのを防止し、それにより周辺水域の汚濁を防止するようになっている。尚、図5、図6に示す実施例においては、汚濁防止枠40を八角形筒状とした例について説明したが、円筒形状、その他の多角形筒状であってもよい。   The pollution prevention frame 40 is installed in the water with the upper end opening protruding above the water, thereby blocking the inside and the outside of the pollution prevention frame 40 and passing through the transmission parts 11 and 12 from the inside of the earth and sand separation basket 2. The discharged earth and sand are prevented from scattering into the surrounding water area, thereby preventing the surrounding water area from being polluted. In the embodiment shown in FIGS. 5 and 6, the example in which the pollution prevention frame 40 is an octagonal cylinder has been described. However, a cylindrical shape or other polygonal cylinders may be used.

浮力調整手段41は、例えば、上下に開口した筒状の浮力調整用筒状体42を備え、この浮力調整用筒状体42の内側に汚濁防止枠40を支持させ、浮力調整用筒状体42の浮力を調整することにより汚濁防止枠40を所望の水深位置に設置できるようにしている。   The buoyancy adjusting means 41 includes, for example, a cylindrical buoyancy adjustment tubular body 42 opened up and down, and supports the pollution prevention frame 40 inside the buoyancy adjustment tubular body 42 to thereby support the buoyancy adjustment tubular body. By adjusting the buoyancy of 42, the pollution prevention frame 40 can be installed at a desired water depth position.

この浮力調整用筒状体42は、筒状を構成する各周壁の内部に密閉可能な空洞部43を備え、この空洞部43内に注排水することにより浮力調整用筒状体42の浮力が調整できるようになっている。   The buoyancy adjusting cylindrical body 42 includes a cavity 43 that can be sealed inside each peripheral wall constituting the cylinder, and the buoyancy of the buoyancy adjusting cylindrical body 42 is reduced by pouring and draining into the cavity 43. It can be adjusted.

尚、浮力調整手段41は、上述の如き浮力調整用筒状体42に支持させる構造の他、台船やフロートに支持させるようにしてもよく、また、汚濁防止枠40の周壁内に密閉可能な空洞部を設け、この空洞部に注排水することにより汚濁防止枠40自身の浮力を調整できるようにしたものであってもよい。   The buoyancy adjustment means 41 may be supported by a trolley or a float in addition to the structure supported by the buoyancy adjustment cylindrical body 42 as described above, and can be sealed within the peripheral wall of the pollution prevention frame 40. It is also possible to adjust the buoyancy of the pollution prevention frame 40 itself by providing a hollow portion and pouring / draining into the hollow portion.

また、本発明方法においては、汚濁防止枠40の下部に下縁が水底に着底するように可撓性を有する網目状シート材により円筒状やスカート状等の筒状に形成された汚濁防止膜50を設置することが好ましい。   Further, in the method of the present invention, the pollution prevention formed into a cylindrical shape such as a cylinder or a skirt by a flexible mesh sheet material so that the lower edge of the pollution prevention frame 40 is attached to the bottom of the water. It is preferable to install the membrane 50.

これにより、汚濁防止枠40下に落下した土砂33が汚濁防止枠50に遮断され、周辺水域へ土砂33が飛散するのを防止し、汚濁を防止することができる。   Thereby, the earth and sand 33 which fell under the pollution prevention frame 40 is interrupted | blocked by the pollution prevention frame 50, it can prevent that the earth and sand 33 scatters to a surrounding water area, and can prevent pollution.

尚、上述の実施例では、上下動装置3として分別処理区域に隣接した岸壁部Cに設置されたクレーン装置を使用した例について説明したが、分別処理区域が沖に設置された場合には、上下動装置3として起重機船を使用してもよい。   In addition, although the above-mentioned Example demonstrated the example which used the crane apparatus installed in the quay part C adjacent to the classification processing area as the vertical movement apparatus 3, when a classification processing area is installed in the offing, A hoist ship may be used as the vertical movement device 3.

A 水底
B 水面
C 岸壁部
1 土砂分別装置
2 土砂分離用籠
3 上下動装置
4 ジブ
5 ワイヤー
6 吊り部材
10 土砂投入口
11、12 透過部
13 籠本体
14 開閉蓋体
15 上枠
16 下枠
17 縦梁材
18 横梁材
19 旋回用羽根部材
20 吊り具
21 吊り持ちワイヤー
22 自在連結部材
23、24 回転部材
30 異物混在土砂
31 バックホウ
32 異物
33 土砂
34 異物運搬船
40 汚濁防止枠
41 浮力調整手段
42 浮力調整用筒状体
50 汚濁防止膜
A Water bottom B Water surface C Quay part 1 Sediment separation device 2 Sediment separation cage 3 Vertical movement device 4 Jib 5 Wire 6 Lifting member 10 Sediment inlet 11, 12 Transmission part 13 Sag body 14 Opening lid 15 Upper frame 16 Lower frame 17 Vertical beam member 18 Horizontal beam member 19 Swivel blade member 20 Suspension tool 21 Suspension wire 22 Swivel connecting member 23, 24 Rotating member 30 Foreign matter mixed earth and sand 31 Backhoe 32 Foreign matter 33 Earth and sand 34 Foreign matter carrier 40 Contamination prevention frame 41 Buoyancy adjustment means 42 Buoyancy Adjustment cylinder 50 Pollution prevention membrane

Claims (5)

網状材からなる透過部を有する有底筒状の土砂分離用籠と、該土砂分離用籠を上下動可能に支持する上下動装置とを備えた土砂分別装置を使用し、
前記土砂分離用籠内に異物が混在した土砂を投入し、前記土砂分離用籠の底部が水面上に露出する位置に設定した上限位置と水中に設定された下限位置との間で前記上下動装置による該土砂分離用籠の移動を繰り返し、当該移動に伴う水流を利用して前記異物が混在した土砂を異物と土砂とに分離させつつ、該分離された前記土砂のみを前記透過部を通して水底に落下させ、然る後、前記土砂分離用籠内に残存した異物を撤去することを特徴としてなる異物混在土砂の分別方法。
Using a sediment separating apparatus comprising a bottomed cylindrical earth-and-sand separating basket having a transmission part made of a net-like material, and a vertical movement device that supports the earth-and-sand separating basket so as to be movable up and down,
The earth and sand mixed with foreign matter is put into the earth and sand separation basket, and the vertical movement is performed between an upper limit position set at a position where the bottom of the earth and sand separation tank is exposed on the water surface and a lower limit position set in water. Repeating the movement of the earth and sand separating slag by the apparatus , and separating the earth and sand mixed with the foreign matter into the foreign substance and the earth and sand using the water flow accompanying the movement, only the separated earth and sand through the permeation part And then removing the foreign matter remaining in the earth-and-sand separation basket.
前記土砂分離用籠の外周部に筒周方向に間隔を置いて旋回用羽根部材を備え、前記旋回用羽根部材が前記土砂分離用籠の上下移動に伴う水流を受けることにより前記土砂分離用籠が筒中心軸回りに回転する請求項1に記載の異物混在土砂の分別方法。 The earth-and-sand separation basket is provided with a swirling blade member at an outer peripheral portion of the earth-and-sand separating bowl at intervals in the cylinder circumferential direction, and the swirling blade member receives a water flow accompanying the vertical movement of the earth-and-sand separating bowl. The method for separating foreign matter-mixed earth and sand according to claim 1 , wherein the rotating around the central axis of the cylinder. 前記上下動装置にクレーン装置を使用し、該クレーン装置のジブより繰り出されたワイヤーの途中又は前記土砂分離用籠を吊り持ち支持する吊り部材と前記ワイヤーとの連結部に、互いにワイヤー軸周りで回転自在に連結された一対の回転部材からなる自在連結部材を介材させてなる請求項1又は2に記載の異物混在土砂の分別方法。 A crane device is used for the vertical movement device, and the wire is fed from the jib of the crane device, or the suspension member for supporting the earth and sand separating rod is suspended and connected to the connecting portion of the wire around the wire axis. The method for separating foreign matter-mixed earth and sand according to claim 1 or 2 , wherein a freely connecting member comprising a pair of rotating members rotatably connected is interposed. 上端部を水上に突出させた状態で上下に開口した筒状の汚濁防止枠を水中に設置し、前記下限位置を前記汚濁防止枠内に設定する請求項1〜3の何れか1に記載の異物混在土砂の分別方法。 It was placed in a state of protruding on the water the tubular pollution frame which is opened up and down an upper end in the water, according to the lower limit position to any one of claims 1 to 3, set in the pollution control frame Separation method of foreign matter mixed earth and sand. 前記汚濁防止枠の下部に下縁が水底に着底するように筒状の汚濁防止膜を設置する請求項4に記載の異物混在土砂の分別方法。 The method for separating foreign matter mixed earth and sand according to claim 4 , wherein a cylindrical anti-pollution film is installed at a lower part of the anti-contamination frame so that a lower edge is attached to the bottom of the water.
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