JPH0327090Y2 - - Google Patents

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Publication number
JPH0327090Y2
JPH0327090Y2 JP1985197873U JP19787385U JPH0327090Y2 JP H0327090 Y2 JPH0327090 Y2 JP H0327090Y2 JP 1985197873 U JP1985197873 U JP 1985197873U JP 19787385 U JP19787385 U JP 19787385U JP H0327090 Y2 JPH0327090 Y2 JP H0327090Y2
Authority
JP
Japan
Prior art keywords
pipe
sand
dredging
ring pipe
suction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1985197873U
Other languages
Japanese (ja)
Other versions
JPS62103865U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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Priority to JP1985197873U priority Critical patent/JPH0327090Y2/ja
Publication of JPS62103865U publication Critical patent/JPS62103865U/ja
Application granted granted Critical
Publication of JPH0327090Y2 publication Critical patent/JPH0327090Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) この考案は、水底の砂層面に摺動し往復動して
砂層面を掘削しながらその掘削した砂を吸入排出
する浚渫装置に係るものである。
[Detailed description of the invention] (Field of industrial application) This invention relates to a dredging device that slides on the sand layer surface of the water bottom and moves reciprocally to excavate the sand layer surface while sucking and discharging the excavated sand. be.

(従来の技術) 従来のこの種の浚渫装置は第5図に示すよう
に、排砂用吸入管イの先端部にリング管ロを取付
け、そのリング管ロに圧力水管ハの先端を連結
し、下方へ向かう数個の撹拌用ノズルニ、および
釣針状に屈曲して先端が吸入管イの吸入口内の中
央部に上方へ向かつて臨むエダクタ用ノズルホを
設けて浚渫管体ヘを構成する。
(Prior art) As shown in Fig. 5, this type of conventional dredging equipment has a ring pipe (B) attached to the tip of the sand removal suction pipe (A), and a pressure water pipe (C) connected to the ring pipe (B). , several stirring nozzles facing downward, and an eductor nozzle whose tip is bent like a fishhook and facing upward at the center of the suction port of the suction pipe to form the dredging pipe body.

そして、順次その浚渫管体ヘを下降させ、水底
の砂層面をノズルニからの水噴射により撹拌し、
その砂をノズルホからの水噴射による吸入管イの
吸引作用により吸入管イ内に吸込んで作業を行つ
ている。
Then, the dredging pipe body is lowered one after another, and the sand layer surface at the bottom of the water is stirred by water jet from the nozzle.
Work is carried out by sucking the sand into the suction pipe A by the suction action of the suction pipe A caused by the water jet from the nozzle hole.

(考案が解決しようとする問題点) 上記従来の浚渫装置においては、 (1) 浚渫管体ヘが断続的に下降し、その下降時に
は吸入管イの吸入口附近にある砂はたちまちに
吸込まれ、その後は水だけが吸入される作用が
繰返されることとなつて作業効率が悪い。
(Problems to be solved by the invention) In the conventional dredging device described above, (1) the dredging pipe body is intermittently lowered, and when it descends, the sand near the suction port of the suction pipe A is immediately sucked in; After that, the action of only water being sucked is repeated, resulting in poor work efficiency.

(2) 浚渫管体ヘは下降するだけで、その横方向へ
の移動がないために、 (イ) 一箇所における浚渫範囲が狭い。
(2) Since the dredging pipe body only descends and does not move laterally, (a) The dredging area at one location is narrow.

(ロ) 始終浚渫位置の移動を行わなければならな
い。
(b) The dredging location must be moved throughout the work.

ために、作業能率が上らない。 Therefore, work efficiency does not improve.

(3) エダクタ用ノズルホが側方から吸入管イの吸
入口内の中央部に至つているから、水中に散在
するビニール袋等の屑物や木の根等が、作業中
に吸入管イの吸引作用によつてエダクタ用ノズ
ルホに引掛り、終には作業不能になる。
(3) Since the eductor nozzle extends from the side to the center of the suction port of suction pipe A, debris such as plastic bags, tree roots, etc. scattered in the water will not be affected by the suction action of suction pipe A during work. As a result, it gets caught in the eductor nozzle hole, eventually making it impossible to work.

そうなると、運転を止め、浚渫管体ヘを引上
げて吸入管イの手入れをしなければならなく、
その掃除をするのが大変である。
If this happens, you will have to stop the operation, pull up the dredging pipe body, and clean the suction pipe.
It is difficult to clean it.

等の点に問題がある。There are problems with these points.

(問題点を解決するための手段) そこで、この考案は上記の問題点を解決するた
めに、排砂用吸入管1の両側に圧力水管2,3を
並列に配置し、下方に砂掻きひれ4を設けた数個
の管用バンド5により適当間隔で吸入管1と両圧
力水管2,3を連結し、その吸入管1の先端部の
吸入口より若干上方(以下吸入管1の先端方向を
下方、それと反対方向を上方とそれぞれ称する。)
位置にエダクタ用リング管6と撹拌用リング管7
を上下になし、また該エダクタ用リング管6の上
方位置に砂崩し用リング管8を同心にそれぞれ取
付け、そのエダクタ用リング管6、撹拌用リング
管7、砂崩し用リング管8に適宜に両圧力水管
2,3の何れかを連通させ、エダクタ用リング管
6には斜め上内方へ向かつて吸入管1内に臨む数
個のノズル9を、撹拌用リング管7には下方へ向
かう数個のノズル10を、砂崩し用リング管8に
は外方へ向かう数個のノズル11をそれぞれ適当
間隔に配設して浚渫管体aを形成し、その浚渫管
体aの基部を往復駆動装置に浚渫管体aがその基
部を支点として回動可能に連繋して浚渫装置を構
成する。
(Means for Solving the Problems) Therefore, in order to solve the above problems, this invention arranges pressure water pipes 2 and 3 in parallel on both sides of the suction pipe 1 for sand removal, and provides sand fins below. Connect the suction pipe 1 and both pressure water pipes 2 and 3 at appropriate intervals using several pipe bands 5 provided with (The downward direction is called the downward direction, and the opposite direction is called the upward direction.)
Eductor ring pipe 6 and stirring ring pipe 7 are located at the position.
The sand-breaking ring pipe 8 is installed concentrically above the eductor ring pipe 6, and the sand-breaking ring pipe 6, the stirring ring pipe 7, and the sand-breaking ring pipe 8 are connected as appropriate. Either the pressure water pipes 2 or 3 are connected, and the eductor ring pipe 6 is provided with several nozzles 9 facing diagonally upward and inward, and facing into the suction pipe 1, and the stirring ring pipe 7 is provided with several nozzles 9 facing downward. A dredging pipe body a is formed by disposing several nozzles 10 on the sand-sliding ring pipe 8 and several outward-facing nozzles 11 at appropriate intervals, and reciprocating the base of the dredging pipe body a. The dredging pipe body a is rotatably linked to the drive device using its base as a fulcrum to constitute a dredging device.

(作用) 浚渫管体aの基部を船体Aに吊持ちして先端を
水底の砂層B上に載せ、浚渫管体aを傾斜状態に
してその基部を上下往復駆動すれば、浚渫管体a
はその自重が相俟つて自動的に軸心方向への往復
動をなし、ひれ4により砂層Bの面を傾斜状に掘
削しながら順次基部を支点とする回動下降をする
と共に、そのノズル10からの水噴射により吸入
管1の吸入口附近の砂と水を混ぜ、ノズル11か
らの水噴射により浚渫管体aの両側の砂の崩れ落
ちを促進し、ノズル9からの水噴射および吸引管
1の基端を連結した浚渫ポンプ12の吸引作用に
より砂を吸入管1内に吸込んで浚渫作業を行う。
(Function) If the base of the dredging pipe body a is suspended from the hull A and the tip is placed on the sand layer B at the bottom of the water, and the base part is driven up and down with the dredging pipe body a in an inclined state, the dredging pipe body a
The nozzle 10 automatically reciprocates in the axial direction due to its own weight, excavates the surface of the sand layer B in an inclined manner with its fins 4, and sequentially rotates downward using the base as a fulcrum. The water jet from the nozzle mixes the sand and water near the suction port of the suction pipe 1, the water jet from the nozzle 11 promotes the collapse of the sand on both sides of the dredging pipe body a, and the water jet from the nozzle 9 and the suction pipe 1 Dredging work is performed by suctioning sand into the suction pipe 1 by the suction action of the dredging pump 12 connected to the base end of the dredging pump 12.

(実施例) 第1図乃至第4図に示すこの考案の一実施例に
ついてその構造を説明すれば、Aは傾斜式自動掘
削型浚渫船の船体を示し、13,14は船体A上
の一側前後に外側へ突出させて設けた吊り柱、1
5は船体A上の前部に搭載した浚渫管体a用2ド
ラムウインチで、その前方ドラム16の索条17
によつて浚渫管体aの基部を前方吊り柱13の先
端部に、後方ドラム18の索条19によつて浚渫
管体aの先端部を後方吊り柱14の先端部にそれ
ぞれ吊下げると共に、その前方ドラム16を電気
的に一定間隔で自動正逆回転させ、索条17を介
して浚渫管体aの基部を上下往復駆動するように
構成する。
(Embodiment) To explain the structure of an embodiment of this invention shown in Figs. 1 to 4, A indicates the hull of a tilting automatic excavating dredger, and 13 and 14 are on one side of the hull A. Hanging pillars protruding outward from the front and back, 1
5 is a two-drum winch for the dredging pipe body a mounted on the front part of the hull A, and the rope 17 of the front drum 16
The base of the dredging pipe body a is suspended from the tip of the front hanging column 13 by the rope 19 of the rear drum 18, and the tip of the dredging tube body a is suspended from the tip of the rear hanging column 14. The front drum 16 is electrically rotated automatically forward and backward at regular intervals, and the base of the dredging pipe body a is driven up and down and back and forth via the cable 17.

aは浚渫管体を示し、その圧力水管2の先端を
エダクタ用リング管6に、圧力水管3の先端を撹
拌用リング管7にそれぞれ連結して圧力水管3と
砂崩し用リング管8とを図示してないが枝管によ
り連通し、エダクタ用リング管6には斜め上内方
へ向かつて吸入管1内に臨む三個のノズル9を、
撹拌用リング管7には下方の若干斜め内方へ向か
う五個のノズル10を、砂崩し用リング管8には
斜め下外方へ向かう四個のノズル11をそれぞれ
設ける。20は吸入管1の吸入口内に嵌着する吸
入規制を兼ねた補強管である。
a indicates a dredging pipe body, the tip of the pressure water pipe 2 is connected to the eductor ring pipe 6, the tip of the pressure water pipe 3 is connected to the stirring ring pipe 7, and the pressure water pipe 3 and the sand-sliding ring pipe 8 are connected. Although not shown, the eductor ring pipe 6 has three nozzles 9 that face diagonally upward and inward into the suction pipe 1.
The stirring ring pipe 7 is provided with five nozzles 10 directed downward and slightly diagonally inward, and the sand-breaking ring pipe 8 is provided with four nozzles 11 directed diagonally downward and outward. Reference numeral 20 denotes a reinforcing pipe that is fitted into the suction port of the suction pipe 1 and also serves as suction restriction.

21は船体Aに搭載した高圧水ポンプで、吸入
管1の基端と浚渫ポンプ12の吸入口、圧力水管
2,3の基端と高圧水ポンプ21はそれぞれ適当
長さの接続用ホース22および23を介して連通
する。24は浚渫ポンプ12の排出口に基端を連
結した排砂管で、その先端は地上に臨ませる。2
5,26は船体Aの前後の係留用索条である。
21 is a high-pressure water pump mounted on the hull A, and the base end of the suction pipe 1, the suction port of the dredging pump 12, the base ends of the pressure water pipes 2 and 3, and the high-pressure water pump 21 are connected to a connecting hose 22 of an appropriate length, respectively. 23. Reference numeral 24 denotes a sand discharge pipe whose base end is connected to the discharge port of the dredging pump 12, and whose tip faces the ground. 2
5 and 26 are mooring cables at the front and rear of the hull A.

次にその作用を説明する。浚渫管体aを第1図
の上部に鎖線で示すように索条17,19により
吊持ちして格納し、船体Aを所要場所まで推進し
て第1図に示すように前後の索条25,26によ
り係留する。
Next, its effect will be explained. The dredging pipe body a is suspended and stored by the cables 17 and 19 as shown in the upper part of Fig. 1 by the cables 17 and 19, and the hull A is propelled to the required location and the front and rear cables 25 are attached as shown in Fig. 1. , 26.

次いで、ウインチ15の後方ドラム18を操作
してその索条19を弛れば、浚渫管体aはその自
重により基部の索条17による吊持ち部を支点と
して回動下降し、第1図に実線で示すように先端
が砂層B上に載つて後ろ下方への傾斜状態にな
る。
Next, when the rear drum 18 of the winch 15 is operated to loosen the cables 19, the dredging pipe body a rotates and descends due to its own weight using the hanging part formed by the cables 17 at the base as a fulcrum, as shown in FIG. As shown by the solid line, the tip rests on the sand layer B and is tilted backward and downward.

一方、ポンプ12,21の運転を開始すると、
高圧水がホース23および圧力水管2,3内を通
つてノズル9,10,11からそれぞれ噴射さ
れ、また、そのノズル9よりの水噴射とポンプ1
2の吸引作用によつて吸入管1の吸入口に吸引力
が生じる。
On the other hand, when the pumps 12 and 21 start operating,
High-pressure water passes through the hose 23 and the pressure water pipes 2 and 3 and is injected from nozzles 9, 10, and 11, respectively, and water is injected from the nozzle 9 and the pump 1
Due to the suction action of 2, a suction force is generated at the suction port of the suction pipe 1.

そこで、ウインチ15の前方ドラム16の自動
正逆回転装置に通電すれば、索条17を介して浚
渫管体aの基部が自動的に上下往復動するから、
それに伴い、浚渫管体aは自重が相俟つて軸心方
向への往復動をなし、ひれ4によつて砂層Bの面
を傾斜状に掘削しながら順次基部を支点とする回
動下降をすると共に、そのノズル10からの水噴
射により吸入管1の吸入口附近の砂と水を混ぜ、
ノズル11からの水噴射により浚渫管体aの両側
の砂の崩れ落ちを促進し、ノズル9からの水噴射
およびポンプ12の吸引作用により砂を吸入管1
の吸入口から吸入管1内に吸込み、その吸入管
1、ホース22、ポンプ12、排砂管24内を経
て該排砂管24の先端から地上に放出される。
Therefore, if the automatic forward and reverse rotation device of the front drum 16 of the winch 15 is energized, the base of the dredging pipe body a will automatically reciprocate up and down via the cable 17.
Along with this, the dredging pipe body a reciprocates in the axial direction due to its own weight, and while excavating the surface of the sand layer B in an inclined manner with the fins 4, it sequentially rotates downward using the base as a fulcrum. At the same time, water is jetted from the nozzle 10 to mix the sand and water near the suction port of the suction pipe 1.
The water jet from the nozzle 11 promotes the collapse of the sand on both sides of the dredging pipe body a, and the water jet from the nozzle 9 and the suction action of the pump 12 move the sand into the suction pipe 1.
The sand is sucked into the suction pipe 1 through the suction port, passes through the suction pipe 1, the hose 22, the pump 12, and the sand discharge pipe 24, and is discharged to the ground from the tip of the sand discharge pipe 24.

而して、浚渫管体aが垂直状態に至ると、ウイ
ンチ15を操作して浚渫管体aを索条17,19
により第1図の上部に鎖線で示すように吊持ち格
納して適宜に船体Aを移動する。そして、上記と
同様に操作すれば、その移動した場所で上記と同
様に作用して再び浚渫作業を行うことができ、以
下順次上記操作を繰返して連続的に浚渫作業を行
う。
When the dredging pipe body a reaches the vertical state, the winch 15 is operated to move the dredging pipe body a to the cables 17 and 19.
Accordingly, as shown by the chain line at the top of FIG. 1, the vessel A is hoisted and stored, and the hull A is moved appropriately. Then, by performing the same operations as above, the dredging work can be performed again at the moved location by acting in the same manner as above, and thereafter the above-mentioned operations are repeated one after another to perform the dredging work continuously.

(考案の効果) この考案の浚渫装置は、下記のような顕著な効
果を有する。
(Effects of the invention) The dredging device of this invention has the following remarkable effects.

(1) 浚渫管体がその軸心方向への往復動をなすこ
とにより、浚渫管体の砂掻きひれで水底の砂層
面を引掻いて掘削し、一方、撹拌用リング管の
ノズルからの水噴射により吸入管の吸入口附近
の砂と水を混ぜ、砂崩し用リング管のノズルか
らの水噴射により浚渫管体の両側の砂の崩れ落
ちを促進し、エダクタ用リング管のノズルから
の水噴射および浚渫ポンプの吸引作用によつて
砂を吸引排出するから、浚渫管体が位置する砂
層の砂を円滑良好に崩し、常時吸入管の吸入口
に掘削した砂を吸込み易い状態で供給し、浚渫
効率が良くて作業能率を向上する。
(1) As the dredging pipe reciprocates in the direction of its axis, the sand fins of the dredging pipe scratch and excavate the surface of the sand layer on the water bottom, while the water from the nozzle of the stirring ring pipe excavates. The sand and water near the inlet of the suction pipe are mixed by spraying, water is sprayed from the nozzle of the sand-breaking ring pipe to promote the collapse of sand on both sides of the dredging pipe body, and water is sprayed from the nozzle of the eductor ring pipe. Since the sand is sucked and discharged by the suction action of the dredging pump, the sand in the sand layer where the dredging pipe body is located is smoothly and well broken down, and the excavated sand is constantly supplied to the suction port of the suction pipe in a state that is easy to suck. It is efficient and improves work efficiency.

(2) 吸入管の先端部が撹拌用リング管のノズルよ
りも突出しているから、そのノズルの損傷を防
止できる。
(2) Since the tip of the suction pipe protrudes beyond the nozzle of the stirring ring pipe, damage to the nozzle can be prevented.

(3) エダクタ用リング管を設けてその数個の斜め
上内方へ向かうノズルからの水噴射により砂等
を吸水管内に吹込むから、該ノズルが邪魔にな
ることなく、水中に散在する屑物や木の根等も
中滑良好に吸入管内に吸入し得る。
(3) A ring pipe for the eductor is provided, and sand, etc., is blown into the water suction pipe by water jets from several nozzles directed diagonally upward and inward, so the nozzles do not get in the way and remove debris scattered in the water. Objects, tree roots, etc. can be sucked into the suction tube smoothly.

(4) 浚渫管体が、往復動をなし、その基部を支点
として自重により回動下降する。従つて、 (イ) 浚渫管体に無理が生じることは無い。
(4) The dredging pipe body makes a reciprocating motion and rotates downward by its own weight using its base as a fulcrum. Therefore, (a) There will be no strain on the dredging pipe.

(ロ) 浚渫管体の作動は軽快円滑である。 (b) The operation of the dredging pipe body is light and smooth.

(ハ) 浚渫管体が傾斜状態より始まつて垂直状態
に至るまで連続作業が行われその一区画の作
業の範囲が広くて時間が長いから、一区画の
作業間、作業者は浚渫の吸入状態を見ている
だけでよくて操作は要らなく、長時間作業に
も作業者の疲労は少なくて時間と労力を節減
できる。
(c) Work is carried out continuously until the dredging pipe starts from an inclined state and reaches a vertical state, and the work area for each section is wide and takes a long time. All you have to do is check the status, no operation is required, and even when working for long periods of time, the operator is less fatigued, saving time and effort.

(5) 吸入管とその両側の圧力水管を適当間隔で連
結する管用バンドに砂掻きひれを設けたから、
その管用バンドが砂掻きひれに補強されて頑丈
になり、吸入管と圧力水管の連結部が堅牢とな
つて浚渫管体を強固に構成することができる。
(5) Sand fins were installed on the pipe band that connects the suction pipe and the pressure water pipes on both sides at appropriate intervals.
The pipe band is reinforced by the sand fins and becomes strong, and the connecting portion between the suction pipe and the pressure water pipe becomes strong, making it possible to construct a strong dredging pipe body.

(6) 構造が簡単で容易安価に製作でき、その作用
は円滑適確である。
(6) The structure is simple and can be manufactured easily and inexpensively, and its operation is smooth and accurate.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの考案の一実施例に係る傾斜式自動
掘削型浚渫船の側面図、第2図はその浚渫管体の
先端部の拡大後面図で、一部を切断して示す。第
3図は同上側面図、第4図は第2図の−線断
面図、第5図は従来の浚渫管体の先端部の後面図
で、一部を切断して示す。 1……排砂用吸入管、2,3……圧力水管、4
……砂掻きひれ、5……管用バンド、6……エダ
クタ用リング管、7……撹拌用リング管、8……
砂崩し用リング管、9,10,11……ノズル。
FIG. 1 is a side view of a tilting automatic excavation type dredger according to an embodiment of this invention, and FIG. 2 is an enlarged rear view of the tip of the dredging pipe body, partially cut away. FIG. 3 is a side view of the same as above, FIG. 4 is a sectional view taken along the line -- in FIG. 2, and FIG. 5 is a rear view of the tip of a conventional dredging pipe body, partially cut away. 1... Suction pipe for sand removal, 2, 3... Pressure water pipe, 4
... Sand fin, 5 ... Pipe band, 6 ... Ring pipe for eductor, 7 ... Stirring ring pipe, 8 ...
Ring pipe for sand-sliding, 9, 10, 11... nozzle.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 排砂用吸入管の両側に圧力水管を並列に配置
し、下方に砂掻きひれを設けた数個の管用バンド
により適当間隔で上記吸入管と両圧力水管を連結
し、その吸入管の先端部の吸入口より若干上方位
置にエダクタ用リング管と撹拌用リング管を上下
になし、また該エダクタ用リング管の上方位置に
砂崩し用リング管を同心にそれぞれ取付け、その
エダクタ用リング管、撹拌用リング管、砂崩し用
リング管に適宜に上記両圧力水管の何れかを連通
させ、上記エダクタ用リング管には斜め上内方へ
向かつて上記吸入管内に臨む数個のノズルを、上
記撹拌用リング管には下方へ向かう数個のノズル
を、上記砂崩し用リング管には外方へ向かう数個
のノズルをそれぞれ適当間隔に配設して浚渫管体
を形成し、その浚渫管体の基部を往復駆動装置に
浚渫管体がその基部を支点として回動可能に連繋
してなる浚渫装置。
Pressure water pipes are arranged in parallel on both sides of the suction pipe for sand removal, and the suction pipe and both pressure water pipes are connected at appropriate intervals by several pipe bands with sand fins provided at the bottom, and the tip of the suction pipe is An eductor ring pipe and a stirring ring pipe are placed one above the other at a position slightly above the inlet of the eductor, and a sand-breaking ring pipe is installed concentrically above the eductor ring pipe. Appropriately connect either of the above-mentioned pressure water pipes to the eductor ring pipe and the sand-sliding ring pipe, and the eductor ring pipe has several nozzles facing diagonally upward inward and facing into the suction pipe. A dredging pipe body is formed by arranging several nozzles directed downward in the ring pipe for sand-sliding, and several nozzles directed outward in the ring pipe for sand-sliding at appropriate intervals. A dredging device in which a dredging pipe body is rotatably connected to a reciprocating drive device using the base portion as a fulcrum.
JP1985197873U 1985-12-23 1985-12-23 Expired JPH0327090Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985197873U JPH0327090Y2 (en) 1985-12-23 1985-12-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985197873U JPH0327090Y2 (en) 1985-12-23 1985-12-23

Publications (2)

Publication Number Publication Date
JPS62103865U JPS62103865U (en) 1987-07-02
JPH0327090Y2 true JPH0327090Y2 (en) 1991-06-12

Family

ID=31158037

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985197873U Expired JPH0327090Y2 (en) 1985-12-23 1985-12-23

Country Status (1)

Country Link
JP (1) JPH0327090Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100808243B1 (en) 2006-10-24 2008-02-29 박중민 Dredging apparatus

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5630273B2 (en) * 1975-10-14 1981-07-14

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60376Y2 (en) * 1979-08-10 1985-01-08 五洋建設株式会社 Sand absorption device

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5630273B2 (en) * 1975-10-14 1981-07-14

Also Published As

Publication number Publication date
JPS62103865U (en) 1987-07-02

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