JP6828226B2 - Backfill prevention device for pump dredger - Google Patents

Backfill prevention device for pump dredger Download PDF

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JP6828226B2
JP6828226B2 JP2016188134A JP2016188134A JP6828226B2 JP 6828226 B2 JP6828226 B2 JP 6828226B2 JP 2016188134 A JP2016188134 A JP 2016188134A JP 2016188134 A JP2016188134 A JP 2016188134A JP 6828226 B2 JP6828226 B2 JP 6828226B2
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backfill
cutter head
backfill prevention
earth
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JP2018053476A (en
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喬平 長尾
喬平 長尾
歩 松本
歩 松本
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Penta Ocean Construction Co Ltd
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Description

本発明は、港湾等の水底土砂を浚渫するポンプ浚渫船の埋め戻し防止装置に関する。 The present invention relates to a backfill prevention device for a pump dredger that dredges underwater sediment in a harbor or the like.

従来、港湾等の水底土砂を浚渫する装置としては、ポンプ浚渫船を使用したものが知られている(例えば、特許文献1を参照)。 Conventionally, as a device for dredging the bottom sediment of a harbor or the like, a device using a pump dredger is known (see, for example, Patent Document 1).

ポンプ浚渫船1は、図4、図5に示すように、浚渫船本体2から水底Aに向けて水中に挿入されるラダー3と、浚渫船本体2とともにラダー3を旋回させる旋回手段4と、ラダー3先端部に配置されたカッタヘッド5と、ラダー3先端部に吸引口6aを開口させた土砂移送管路6と、土砂移送管路6に接続された吸引ポンプ7と、水底Aに打ち込まれるスパット8と、ラダー3を上下動させる昇降手段9とを備えている。 As shown in FIGS. 4 and 5, the pump dredger 1 includes a ladder 3 inserted into the water from the dredger main body 2 toward the bottom A, a turning means 4 for turning the rudder 3 together with the dredger main body 2, and a tip of the rudder 3. A cutter head 5 arranged in a portion, a sediment transfer pipeline 6 having a suction port 6a opened at the tip of a ladder 3, a suction pump 7 connected to the sediment transfer pipeline 6, and a spat 8 driven into the water bottom A. And an elevating means 9 for moving the ladder 3 up and down.

そして、ポンプ浚渫船1による浚渫作業は、スパット8を水底Aに打ち込み、このスパット8を軸に旋回手段4によって浚渫船本体2とともにラダー3を旋回させ、ラダー先端のカッタヘッド5により水底Aの土砂を掘削し、その掘削した土砂を周囲の海水とともに土砂移送管路6を通して吸引ポンプ7により吸い上げ、ポンプ圧送により土捨て場等に直接移送する。 Then, in the dredging work by the pump dredger 1, the spat 8 is driven into the water bottom A, the rudder 3 is swiveled together with the dredger main body 2 by the swivel means 4 around the spat 8, and the earth and sand of the water bottom A is removed by the cutter head 5 at the tip of the rudder. The excavated earth and sand are sucked up by the suction pump 7 through the earth and sand transfer pipeline 6 together with the surrounding seawater, and directly transferred to the earth dump by pumping.

尚、図中符号4aは、旋回手段4を構成する操作用ワイヤ、符号4bはアンカーであって、船上に設置されたウインチによって各操作用ワイヤ4a,4aを繰り出し・巻取り動作させることにより浚渫船本体2とともにラダー3が旋回するようになっている。 In the figure, reference numeral 4a is an operation wire constituting the turning means 4, and reference numeral 4b is an anchor. The operation wires 4a and 4a are unwound and wound by a winch installed on the ship to perform a dredging vessel. The rudder 3 rotates together with the main body 2.

この一連の浚渫作業は、ポンプ浚渫船の前進毎に繰り返され、既に浚渫された水底面(以下、既浚渫面という)の前方が順次浚渫されるようになっている。 This series of dredging work is repeated every time the pump dredging vessel advances, and the front of the already dredged water bottom surface (hereinafter referred to as the already dredged surface) is sequentially dredged.

特開昭51−39937号公報Japanese Unexamined Patent Publication No. 51-39937

しかしながら、上述の如き従来の技術では、図6に示すように、水底Aの土砂を掘削する際、カッタヘッド5の回転によって土砂Bが既浚渫面C側に掻き上げられ、土砂移送管路6を通して吸引されずに既浚渫面C側に埋め戻されるという問題があった。 However, in the conventional technique as described above, as shown in FIG. 6, when excavating the earth and sand on the bottom A, the earth and sand B is scraped up to the already dredged surface C side by the rotation of the cutter head 5, and the earth and sand transfer pipeline 6 There was a problem that it was not sucked through and was backfilled to the already dredged surface C side.

よって、従来では、この埋め戻される土砂を考慮し、計画された浚渫地盤高さLよりも深く土砂を掘削すること(いわゆる余掘り)で計画された浚渫深さを確保しなければならず、作業効率が悪いという問題があった。 Therefore, conventionally, in consideration of this backfilled earth and sand, it is necessary to secure the planned dredging depth by excavating the earth and sand deeper than the planned dredging ground height L (so-called extra digging). There was a problem of poor work efficiency.

そこで、本発明は、このような従来の問題に鑑み、浚渫時の埋め戻しを防止し、効率よく浚渫作業を行うことができるポンプ浚渫船の埋め戻し防止装置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 has been made for the purpose of providing a backfill prevention device for a pump dredger capable of preventing backfilling at the time of dredging and efficiently performing dredging work. ..

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、水底に向けて水中に挿入されるラダーと、該ラダーの先端部に配置されたカッタヘッドとを備え、前記カッタヘッドによって掘削された土砂が土砂移送管路を通して吸い上げられるようにしたポンプ浚渫船の埋め戻し防止装置であって、ラダー先端部の前記カッタヘッドより後方に支持され、中央に配置された中央堰き止め部と、該中央堰き止め部の両側よりカッタヘッド側に向けて斜め前方に向けて延出した側方堰き止め部とを備えた埋め戻し防止体を備え、
該埋め戻し防止体は、掘削時に着底し、前記ラダー先端部のカッタヘッド側とその後方側とを隔てるようにされたポンプ浚渫船の埋め戻し防止装置にある。
The feature of the invention according to claim 1 for solving the conventional problem as described above includes a ladder inserted into the water toward the bottom of the water and a cutter head arranged at the tip of the ladder. a backfill prevention device of the pump dredger sediment excavated is to be sucked up through the sand transfer line by the cutter head is supported from the cutter head of the ladder tip backwards, central damming disposed centrally A backfill prevention body including a portion and a lateral damming portion extending diagonally forward from both sides of the central damming portion toward the cutter head side is provided.
The backfill prevention body is in a backfill prevention device for a pump dredger that has landed at the time of excavation and is configured to separate the cutter head side and the rear side of the rudder tip portion.

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記埋め戻し防止体は、弾性材からなる埋め戻し防止体本体と、該埋め戻し防止体本体を支持する剛体からなる補強フレームとを備えていることにある。 The feature of the invention according to claim 2 is that, in addition to the configuration of claim 1 , the backfill prevention body is reinforced with a backfill prevention body main body made of an elastic material and a rigid body supporting the backfill prevention body main body. It has a frame.

本発明に係るポンプ浚渫船の埋め戻し防止装置は、上述したように、水底に向けて水中に挿入されるラダーと、該ラダーの先端部に配置されたカッタヘッドとを備え、前記カッタヘッドによって掘削された土砂が土砂移送管路を通して吸い上げられるようにしたポンプ浚渫船の埋め戻し防止装置であって、ラダー先端部の前記カッタヘッドより後方に支持された埋め戻し防止体を備え、該埋め戻し防止体は、掘削時に着底し、前記ラダー先端部のカッタヘッド側とその後方側とを隔てるようにされたことにより、既浚渫面側への掘削時の土砂の埋め戻しが防止され、その分、余掘りを必要とせず効率よく浚渫作業を行うことができる。 As described above, the backfill prevention device for the pump dredger according to the present invention includes a rudder inserted into the water toward the bottom of the water and a cutter head arranged at the tip of the rudder, and is excavated by the cutter head. A backfill prevention device for a pump dredger that allows the collected earth and sand to be sucked up through a sediment transfer pipeline, and is provided with a backfill prevention body supported behind the cutter head at the tip of the rudder. Is settled at the time of excavation and is separated from the cutter head side of the rudder tip and the rear side thereof, thereby preventing backfilling of earth and sand at the time of excavation to the already dredged surface side. Dredging work can be performed efficiently without the need for extra digging.

また、本発明において、前記埋め戻し防止体は、カッタヘッド側に向けて延出した側方堰き止め部が形成されていることにより、掘削土砂の後逸を好適に防止することができるとともに、埋め戻し防止体の剛性を高め、水流等による変形を抑制することができる。 Further, in the present invention, the backfilling prevention body is formed with a side damming portion extending toward the cutter head side, so that it is possible to suitably prevent the backtracking of excavated earth and sand and to fill it. It is possible to increase the rigidity of the return prevention body and suppress deformation due to water flow or the like.

さらに、本発明において、前記埋め戻し防止体は、弾性材からなる埋め戻し防止体本体と、該埋め戻し防止体本体を支持する剛体からなる補強フレームとを備えていることにより、埋め戻し防止体本体を所望の形状に維持することができ、埋め戻し防止体本体は、弾性材で構成されるため、破損し難く、摩耗した場合も容易に交換することができる。 Further, in the present invention, the backfill prevention body includes a backfill prevention body main body made of an elastic material and a reinforcing frame made of a rigid body supporting the backfill prevention body main body, whereby the backfill prevention body is provided. The main body can be maintained in a desired shape, and since the backfill prevention body main body is made of an elastic material, it is not easily damaged and can be easily replaced even when worn.

本発明に係るポンプ浚渫船の埋め戻し防止装置を示す部分拡大側面図、(b)は同底面図、(c)は同正面図である。A partially enlarged side view showing a backfill prevention device for a pump dredger according to the present invention, (b) is a bottom view, and (c) is a front view. (a)は図1中の埋め戻し防止体本体の屈曲部の取付け状態を示す部分拡大端面図、(b)は同中央堰き止め部の取り付け状態を示す断面図である。(a) is a partially enlarged end view showing the attached state of the bent portion of the backfill prevention body main body in FIG. 1, and (b) is a cross-sectional view showing the attached state of the central damming portion. (a)は同上の掘削時のラダー先端部の状態を示す部分破断側面図、(b)は同平面図である。(a) is a partially fractured side view showing the state of the tip of the ladder at the time of excavation, and (b) is the same plan view. ポンプ浚渫船の一例を示す側面図である。It is a side view which shows an example of a pump dredger. 同上の平面図である。It is a plan view of the same as above. 従来のポンプ浚渫船による掘削時のラダー先端部の状態を示す側面図である。It is a side view which shows the state of the rudder tip part at the time of excavation by a conventional pump dredger.

次に、本発明に係るポンプ浚渫船の埋め戻し防止装置の実施態様を図1〜図5に示した実施例に基づいて説明する。尚、上述の従来例と同様の構成には同一符号を付して説明をし、図中符号1はポンプ浚渫船である。 Next, an embodiment of the backfill prevention device for the pump dredger according to the present invention will be described based on the examples shown in FIGS. 1 to 5. The same configuration as the above-mentioned conventional example will be described with the same reference numerals, and reference numeral 1 in the drawing is a pump dredger.

ポンプ浚渫船1は、図4、図5に示す従来例と同様に、浚渫船本体2から水底Aに向けて水中に挿入されるラダー3と、浚渫船本体2とともにラダー3を旋回させる旋回手段4と、ラダー3先端部に配置されたカッタヘッド5と、ラダー3の先端部に吸引口6aを開口させた土砂移送管路6と、土砂移送管路6に接続された吸引ポンプ7とを備えている。 Similar to the conventional examples shown in FIGS. 4 and 5, the pump dredger 1 includes a rudder 3 inserted into the water from the dredger main body 2 toward the water bottom A, a turning means 4 for turning the rudder 3 together with the dredger main body 2, and a turning means 4. It includes a cutter head 5 arranged at the tip of the rudder 3, a sediment transfer pipeline 6 having a suction port 6a opened at the tip of the ladder 3, and a suction pump 7 connected to the sediment transfer pipeline 6. ..

このポンプ浚渫船1による浚渫作業は、スパット8を水底Aに打ち込み、このスパット8を軸に旋回手段4によって浚渫船本体2とともにラダー3を旋回させ、ラダー3先端のカッタヘッド5により水底Aの土砂を掘削し、その掘削した土砂Bを周囲の海水とともに土砂移送管路6を通して吸引ポンプ7により吸い上げ、ポンプ圧送により土捨て場等に直接移送する。 In the dredging work by the pump dredger 1, the spat 8 is driven into the water bottom A, the rudder 3 is swiveled together with the dredger main body 2 by the swivel means 4 around the spat 8, and the earth and sand of the water bottom A is removed by the cutter head 5 at the tip of the rudder 3. The excavated earth and sand B is sucked up by the suction pump 7 through the earth and sand transfer pipeline 6 together with the surrounding seawater, and is directly transferred to the earth dump by pumping.

この一連の浚渫作業は、ポンプ浚渫船1の前進毎に繰り返され、既に浚渫された水底面(以下、既浚渫面Cという)の前方が順次浚渫されるようになっている。 This series of dredging operations is repeated every time the pump dredging vessel 1 advances, and the front of the already dredged water bottom surface (hereinafter referred to as the dredged surface C) is sequentially dredged.

また、このポンプ浚渫船1は、埋め戻し防止装置を備え、掘削した土砂Bの既浚渫面C側への埋め戻しを防止することができるようになっている。 Further, the pump dredger 1 is provided with a backfill prevention device so that the excavated earth and sand B can be prevented from being backfilled to the already dredged surface C side.

埋め戻し防止装置は、図1に示すように、ラダー3の先端部のカッタヘッド5より後方に支持された埋め戻し防止体10を備え、埋め戻し防止体10は、掘削時にその下縁が着底し、ラダー3先端部のカッタヘッド5側とその後方側(既浚渫面C側)とを隔てるようになっている。 As shown in FIG. 1, the backfill prevention device includes a backfill prevention body 10 supported behind the cutter head 5 at the tip of the ladder 3, and the backfill prevention body 10 has its lower edge attached during excavation. It is bottomed so as to separate the cutter head 5 side of the tip of the ladder 3 from the rear side (existing dredged surface C side).

この埋め戻し防止体10は、弾性材からなる埋め戻し防止体本体11と、埋め戻し防止体本体11を支持する補強フレーム12とを備え、両側にカッタヘッド5側に向けて延出した側方堰き止め部13,13が形成されている。 The backfill prevention body 10 includes a backfill prevention body main body 11 made of an elastic material and a reinforcing frame 12 for supporting the backfill prevention body main body 11, and laterally extending toward the cutter head 5 side on both sides. The dams 13 and 13 are formed.

補強フレーム12は、鋼材等の剛体によって構成され、ラダー3先端部の側面に基端が固定された屈曲部用フレーム材12a,12aと、ラダー3の両側面及び下面に沿ってラダー3の下側縁部に配置された切り欠き部用フレーム材12bとを備えている。 The reinforcing frame 12 is formed of a rigid body such as a steel material, and has frame members 12a and 12a for bending portions whose base ends are fixed to the side surfaces of the tip end portion of the ladder 3, and under the ladder 3 along both side surfaces and the lower surface of the ladder 3. It is provided with a frame material 12b for a notch portion arranged at a side edge portion.

屈曲部用フレーム材12aは、H鋼等によって構成され、基端がラダー3の側面に溶接やボルト等によって固定され、先端側がラダー3の先端側斜め方向に延出している。また、屈曲部用フレーム材12aは、その長手方向の所望位置が補強支持部材12cを介してラダー3に支持されている。 The bent portion frame material 12a is made of H-steel or the like, the base end is fixed to the side surface of the rudder 3 by welding, bolts, or the like, and the tip end side extends diagonally toward the tip end side of the rudder 3. Further, the frame member 12a for the bent portion is supported by the ladder 3 at a desired position in the longitudinal direction via the reinforcing support member 12c.

一方、切り欠き部用フレーム材12bは、L型アングル材等によってU字状に構成され、ラダー3の下側縁に溶接等によって固定され、ラダー3の外側面に突設されている。 On the other hand, the cutout frame material 12b is formed in a U shape by an L-shaped angle material or the like, is fixed to the lower edge of the ladder 3 by welding or the like, and projects from the outer surface of the ladder 3.

そして、補強フレーム12は、図2に示すように、埋め戻し防止体本体11の上縁部が屈曲部用フレーム材12a及び切り欠き部用フレーム材12bにボルト止め等によって着脱可能に固定され、埋め戻し防止体10の上縁部を形成するようになっている。 Then, as shown in FIG. 2, the reinforcing frame 12 is detachably fixed to the frame material 12a for the bent portion and the frame material 12b for the notch portion by bolting or the like at the upper edge portion of the backfill prevention body main body 11. The upper edge of the backfill prevention body 10 is formed.

埋め戻し防止体本体11は、ゴム板や合成樹脂板等の可撓性を有する板材によって構成され、中央に配置された中央堰き止め部11aと、中央堰き止め部11aの両側より斜め前方に向けて屈曲させた屈曲部11bとを備えている。 The backfill prevention body 11 is made of a flexible plate material such as a rubber plate or a synthetic resin plate, and is directed diagonally forward from both sides of the central blocking portion 11a arranged in the center and the central blocking portion 11a. It is provided with a bent portion 11b that has been bent.

この埋め戻し防止体本体11は、中央堰き止め部11aの上縁部が補強フレーム12の切り欠き部用フレーム材12bに沿って固定され、屈曲部11bの上縁部が屈曲部用フレーム材12aに沿って固定されている。 In the backfill prevention body main body 11, the upper edge portion of the central damming portion 11a is fixed along the cutout portion frame material 12b of the reinforcing frame 12, and the upper edge portion of the bent portion 11b is the bent portion frame material 12a. It is fixed along.

そして、屈曲部用フレーム12aと屈曲部11bとによって、埋め戻し防止体10には、カッタヘッド5側に向けて斜めに延出した側方堰き止め部13が形成されている。 The bent portion frame 12a and the bent portion 11b form a side damming portion 13 that extends obliquely toward the cutter head 5 side in the backfill prevention body 10.

また、埋め戻し防止体本体11は、中央堰止め部11aの中央部に嵌合用の切欠き部11cが形成され、この切欠き部11cがラダー3の下側縁と嵌合するとともにその縁部が切り欠き部用フレーム材12bに固定されるようになっている。 Further, in the backfill prevention body main body 11, a notch portion 11c for fitting is formed in the central portion of the central dam portion 11a, and the notch portion 11c is fitted with the lower edge of the ladder 3 and the edge portion thereof. Is fixed to the notch frame material 12b.

尚、この埋め戻し防止体10は、側方堰き止め部13が形成されていることにより、旋回に伴う土砂の後逸を防止するとともに、ゴム材等の可撓性板材からなる埋め戻し防止体本体11の剛性を高め、水流等の影響による変形を抑制するようになっている。 Since the side damming portion 13 is formed in the backfill prevention body 10, the backfill prevention body body is made of a flexible plate material such as a rubber material while preventing the earth and sand from escaping due to turning. The rigidity of 11 is increased, and deformation due to the influence of water flow or the like is suppressed.

また、埋め戻し防止体本体11は、ゴム材等の可撓性板材であるので水底Aに押し付けられても破損し難く、補強フレーム12に対し着脱可能であるので、摩耗した際には、容易に交換できるようになっている。 Further, since the backfill prevention body main body 11 is a flexible plate material such as a rubber material, it is not easily damaged even when pressed against the water bottom A, and it can be attached to and detached from the reinforcing frame 12, so that it is easy to wear when worn. It can be exchanged for.

次に、本願発明に係るポンプ浚渫船1を使用した浚渫作業について説明する。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を省略する。 Next, the dredging operation using the pump dredging vessel 1 according to the present invention will be described. The same reference numerals are given to the same configurations as those in the above-described embodiment, and the description thereof will be omitted.

まず、作業船2を浚渫対象区域に移動させ、その位置でスパット8を水底Aに打ち込み、昇降手段9を動作させてラダー3先端側を下降させ、ラダー3先端部のカッタヘッド5及び埋め戻し防止体10を着底させる。 First, the work boat 2 is moved to the dredging target area, the spat 8 is driven into the water bottom A at that position, the elevating means 9 is operated to lower the tip side of the ladder 3, and the cutter head 5 and the backfill at the tip of the ladder 3 are backfilled. The preventive body 10 is landed on the bottom.

そして、カッタヘッド5及び吸引ポンプ7を動作させるとともに、作業船2の旋回動作を開始し、浚渫船本体2とともにラダー3を旋回させつつラダー3先端のカッタヘッド5により水底Aの土砂を掘削し、その掘削した土砂を周囲の海水とともに土砂移送管路6を通して吸引ポンプ7により吸い上げ、ポンプ圧送により土捨て場に直接移送する。 Then, the cutter head 5 and the suction pump 7 are operated, the turning operation of the work boat 2 is started, the rudder 3 is swiveled together with the dredger main body 2, and the earth and sand on the bottom A is excavated by the cutter head 5 at the tip of the rudder 3. The excavated earth and sand are sucked up by the suction pump 7 through the earth and sand transfer pipeline 6 together with the surrounding seawater, and directly transferred to the earth dump by pump pumping.

そして、この一連の浚渫作業をポンプ浚渫船1の移動毎に繰り返し、既浚渫面Cの前方を順次浚渫する。 Then, this series of dredging operations is repeated for each movement of the pump dredging vessel 1, and the front of the existing dredging surface C is sequentially dredged.

各浚渫作業では、図3に示すように、水底Aを掘削した際にカッタヘッド5によって掻き上げられた土砂Bが埋め戻し防止体10によって堰き止められる。 In each dredging operation, as shown in FIG. 3, the earth and sand B scraped up by the cutter head 5 when the bottom A is excavated is blocked by the backfill prevention body 10.

また、埋め戻し防止体10により堰き止められた土砂Bは、掘削中の土砂とともに周辺の海水とともに吸引口6aより土砂移送管路6を通して吸引され、土砂Bの既浚渫面C側への埋め戻しが防止される。 Further, the earth and sand B blocked by the backfill prevention body 10 is sucked from the suction port 6a together with the surrounding seawater together with the earth and sand being excavated through the earth and sand transfer pipeline 6, and is backfilled to the already dredged surface C side of the earth and sand B. Is prevented.

よって、このポンプ浚渫船1では、土砂の埋め戻しによる既浚渫面Cの嵩上げが抑制され、余掘りが不要となり、ほぼ計画浚渫高さ通りに掘削すればよい。 Therefore, in this pump dredging vessel 1, raising of the existing dredging surface C due to backfilling of earth and sand is suppressed, extra digging becomes unnecessary, and excavation may be performed substantially according to the planned dredging height.

尚、埋め戻し防止体10の形状は、上述の実施例に限定されず、例えば、板材を円弧状に湾曲させたものであってもよい。 The shape of the backfill prevention body 10 is not limited to the above-described embodiment, and may be, for example, a plate material curved in an arc shape.

A 水底
1 ポンプ浚渫船
2 浚渫船本体
3 ラダー
4 旋回手段
5 カッタヘッド
6 土砂移送管路
7 吸引ポンプ
8 スパット
9 昇降手段
10 埋め戻し防止体
11 埋め戻し防止体本体
12 補強フレーム
13 側方堰き止め部
A Water bottom 1 Pump dredger 2 Dredger body 3 Ladder 4 Swivel means 5 Cutter head 6 Sediment transfer pipeline 7 Suction pump 8 Spat 9 Lifting means 10 Backfill prevention body 11 Backfill prevention body body 12 Reinforcement frame 13 Side dam

Claims (2)

水底に向けて水中に挿入されるラダーと、該ラダーの先端部に配置されたカッタヘッドとを備え、前記カッタヘッドによって掘削された土砂が土砂移送管路を通して吸い上げられるようにしたポンプ浚渫船の埋め戻し防止装置であって、
ラダー先端部の前記カッタヘッドより後方に支持され、中央に配置された中央堰き止め部と、該中央堰き止め部の両側よりカッタヘッド側に向けて斜め前方に向けて延出した側方堰き止め部とを備えた埋め戻し防止体を備え、
該埋め戻し防止体は、掘削時に着底し、前記ラダー先端部のカッタヘッド側とその後方側とを隔てるようにしたことを特徴とするポンプ浚渫船の埋め戻し防止装置。
Filling a pump dredger equipped with a ladder inserted into the water toward the bottom of the water and a cutter head arranged at the tip of the ladder so that the earth and sand excavated by the cutter head can be sucked up through the earth and sand transfer pipeline. It is a return prevention device
A central dam that is supported behind the cutter head at the tip of the rudder and is located in the center, and a lateral dam that extends diagonally forward from both sides of the central dam toward the cutter head. Equipped with a backfill prevention body with a part
The backfill prevention body is a backfill prevention device for a pump dredger, which has landed at the time of excavation and separates the cutter head side and the rear side of the rudder tip portion.
前記埋め戻し防止体は、弾性材からなる埋め戻し防止体本体と、該埋め戻し防止体本体を支持する剛体からなる補強フレームとを備えている請求項1に記載のポンプ浚渫船の埋め戻し防止装置。 The backfill prevention device for a pump dredger according to claim 1 , wherein the backfill prevention body includes a backfill prevention body main body made of an elastic material and a reinforcing frame made of a rigid body that supports the backfill prevention body main body. ..
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