JPH04128423A - Reclamation work vessel - Google Patents

Reclamation work vessel

Info

Publication number
JPH04128423A
JPH04128423A JP24933990A JP24933990A JPH04128423A JP H04128423 A JPH04128423 A JP H04128423A JP 24933990 A JP24933990 A JP 24933990A JP 24933990 A JP24933990 A JP 24933990A JP H04128423 A JPH04128423 A JP H04128423A
Authority
JP
Japan
Prior art keywords
earth
sand
screw feeder
storage tank
reclamation
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.)
Granted
Application number
JP24933990A
Other languages
Japanese (ja)
Other versions
JP2895595B2 (en
Inventor
Hisashi Shiraki
白木 久
Toshio Nagahisa
永久 利夫
Kenji Harada
健志 原田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kitagawa Corp
Original Assignee
Kitagawa Iron Works Co Ltd
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
Application filed by Kitagawa Iron Works Co Ltd filed Critical Kitagawa Iron Works Co Ltd
Priority to JP24933990A priority Critical patent/JP2895595B2/en
Publication of JPH04128423A publication Critical patent/JPH04128423A/en
Application granted granted Critical
Publication of JP2895595B2 publication Critical patent/JP2895595B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE:To prevent pollution of the sea water, and shorten a construction period by providing a sediment receiving hopper, a binding material storage tank, a kneading device or the like on a hull, and filling the kneaded sediment into the sea bottom with a screw feeder which can be elevated freely. CONSTITUTION:A sediment receiving hopper 2, a storage tank 3 of the binding material such as cement or the like, an admixture storage tank 4, a kneading device 5, belt conveyors 9a, 9b, winches 11, 16 or the like are provided on a board 1. An earth filling pipe 10 comprising a screw feeder inside thereof is hanged down by the winch 11 freely to be elevated, and while the sediment kneaded on the board 1 is filled by the screw feeder 10. Earth filling work is thereby performed continuously, and while pollution of the sea water is prevented.

Description

【発明の詳細な説明】[Detailed description of the invention] 【発明の属する分野の説明】[Description of the field to which the invention pertains]

本発明は、海洋の埋立作業を行う装置であり、土砂と結
合材とを作業船上にて混練することにより、事前に土砂
の改良を行った)―で船」−から埋立管を用いて連続的
に土砂を海底に堆積させて海水の汚濁を抑え、効率的に
埋立を行う作業船に関するものである。 [従来技術及びその問題点] 近年、人工島、海上空港等の大規模な埋立工事が増加し
ている。小規模な埋立工事であれば、埋立海域周辺の海
底土砂をポンプ浚渫船にて浚渫し、ポンプ圧送して埋立
てる工法がとられるが、大規模な埋立工事では海底土砂
の確保が困難であるため、山から切出した土砂を酸量式
土運船に積込み、該土運船を埋立海域まで曳航し、置設
する工法がとられている。 しかし、この従来1′、法によれば、埋立上砂の不同沈
下や地震時の地盤の液状化、ゆり込み沈下などが発生し
やすく、それを防止するために埋立後に地盤改良を施す
必要があり、工事が長期化するとともにコストが高くつ
くという欠点がある。しかも該地盤改良は部分的に改良
する場合が多く、安定した地盤になるとは言えない。 また、広開式土運船による二Iニ法は、海面から海底ま
で土砂を落下させるために、海水の汚濁が非常に多く発
生するという欠点がある。 また、広開式土運船によれば、海面上の埋立が不可能で
あり、海面上は他の工法(ダンプトラックによる陸上輸
送等)に変更しなくてはならないという欠点がある。
The present invention is a device for performing marine reclamation work, in which the soil is improved in advance by kneading the earth and sand with a binding material on a work boat. This relates to a work boat that efficiently deposits earth and sand on the ocean floor to suppress seawater pollution and perform land reclamation efficiently. [Prior art and its problems] In recent years, large-scale reclamation works for artificial islands, sea airports, etc. have been increasing. In the case of small-scale reclamation work, a method is used in which the seabed sediment around the reclaimed area is dredged using a pump dredger and then pumped to fill it. However, in large-scale reclamation work, it is difficult to secure seabed sediment. A construction method is used in which earth and sand cut from the mountain are loaded onto an acid volume transporter, which is then towed to the reclaimed area and placed there. However, according to this conventional law 1', uneven settling of the sand on top of the landfill, liquefaction of the ground during earthquakes, and settling due to swaying are likely to occur, and in order to prevent this, it is necessary to improve the ground after the landfill. However, the drawback is that construction takes a long time and costs are high. Moreover, the ground improvement often involves only partial improvement, and it cannot be said that the ground will be stable. In addition, the second method using wide-open earth transport vessels has the disadvantage that a large amount of seawater pollution occurs because the earth and sand fall from the sea surface to the seabed. Furthermore, the wide-open earth carrier has the disadvantage that it is impossible to reclaim land above sea level, and other construction methods (such as land transport using dump trucks) must be used for land above sea level.

【問題を解決するだめの手段】[Failure to solve the problem]

本発明は、如」二の問題点を解決すべくなされたもので
、その目的とするところは、船上にて土砂と結合材とを
混練して事前に土砂の改良をするこを行うことにより、
海水の汚濁を大1]に軽減し、さらに海面−Lの埋立作
業も行え、短工期で低コストな埋立工事ができる作業船
を提供することである。 以下、本発明を図面を基づいて詳細に説明する。 第1図は、本発明の基本概念を示す図である。 土砂の受入ホッパ2、結合材の貯蔵槽3、混和材の貯蔵
槽4及び土砂と結合材及び混和材とを混ぜ合せるための
混線装置5は、船体1に具備されている。受入ホッパ2
及び各貯蔵槽;3.4から引出された名材料は、各々の
別置手段21.22.23にて所定配合比となるように
装置され、さらに供給装置6.7.8により混練装置5
へ供給されるようになしている。また、混線装置5にて
結合材及び混和材と混練された土砂は搬送装置9にて埋
立管10まで輸送されるようになしている。該埋立管1
0は、昇降装置11により海面]2上から海底]3まで
昇降可能であり、埋立の際には埋立管10の下端を海底
13まで降下させ、土砂を海底13位置から堆積させて
埋立作業を行うようになしている。 [実施例] 本発明の一実施例を図面により説明する。 第2図は本発明に係る埋立作業船の上面図、第3図は該
埋立作業船の側面図である。 埋立に使用される土砂の受入ホッパ2、結合材としてセ
メントの貯蔵槽3、混和材の貯蔵槽4゜土砂とセメント
及び混和材との混線装置として円筒内面にスパイラル羽
根を有したドラムを回転させることにより、連続的に混
練するようになした連続線ミキサ5は、船体1の甲板ト
に適宜配置され、各々固着されている。 土砂の埋立管として、下端が開放で側面に埋立深さに応
じて土砂が随意に投入できるように複数個の投入口10
aを有した中空円筒形状のパイプの内部にスクリュー羽
根を配し、該パイプの上端に付設した駆動モータ10b
によりスクリュー羽根を回転させて、パイプ内の土砂を
下方へ推進させるようになしたスクリューフィーダ10
は、船体1の甲板」―に末端を支持、固定されたジブ1
4の先端から、昇降装置として船体1の甲板上に固着さ
れた昇降ウィンチ11により、ワイヤーロブ15を介し
て垂下されており、該昇降ウィンチ11の操作により海
面12上から海底】3まで昇降可能であり、任意な位置
へ移動できるようになしている。 ベルトコンベア6a、6bは土砂の受入ホッパ2からミ
キサ5の投入1’:1511へ連結されており、該受入
ホッパ2下部に付設されたゲート2aの開度により土砂
を定量的にミキサ5へ供給するようになしている。スク
リューコンベア7はセメントの貯蔵槽3からミキサ5の
投入口5aへ連結されており、さらにスクリューコンベ
ア8は混和材の貯蔵槽4からスクリューコンベア7の途
中に連結されており、セメントと混和材とを混合しつつ
定量的にミキサ5へ供給するようになしている。ベル1
へコンベア9a、9b、9Cはミキサ5の下部に付設さ
れた排出シュート5bからスクリューフィーダ10の投
入D 1. Oaへ連結されており、ミキサ5にてセメ
ント及び混和材と混練された土砂をスクリューフィーダ
10へ搬送するようになしている。 また、前記ベル)−コンベア9bはフレーAs 9 x
の末端を船体1の甲板上にピン支持され、ジブ14に固
着された起伏ウィンチ16によりワイヤローブ17を介
してフレーム9Xの先端付近を支持されており、ベルト
コンベア9cは、ベルトコンベア9bのフレーム9X下
部に付設したレール9 y 、hに設けられており、ベ
ルトコンベア9bと平行に移動可能となしている。起伏
ウィンチ16の操作、及びベルトコンベア9Cの移動に
より該ベルトコンベア9Cの先端とスクリューフィーダ
10の投入口1.0 aの位置が合うように調整可能と
なしている。 なお、18はスクリューフィーダ10の振れを防止する
ためのガイドであり、19は各機器の運転操作を遠隔で
行うための操作室であり、20け電力を供給するための
発電機である。 本実施例によれば、ミキサ5を2基設けてセメント及び
混和材と混練された土砂を1本のスクリューフィーダ1
0に集合させ、埋立作業を行うようになしたが、スクリ
ューフィーダ10を複数本としてセメント及び混和材と
混練された土砂を分配して埋立作業を行うようになして
もよい。 また、土砂とセメン1〜及び混和材との混線装置として
連続線ミキサ5としたが、内部に回転羽根を有する強制
練ミキサとすることも可能である。 また、土砂の計量手段として受入ホッパのゲ1−間度に
より定量的に供給する手段及びセメン1へと混和材の計
量手段として定景搬送スクリューコンベアを用いたが、
各材料ともに重址を測定する計址器を設けることも可能
である。 また、土砂の埋立管としてスクリューフィーダ10とし
たが、下端が開放で側面に投入
The present invention was made to solve the following two problems, and its purpose is to improve the soil in advance by kneading the earth and sand with a binding material on board the ship. ,
To provide a work boat that can reduce seawater pollution to a level 1, perform reclamation work at sea level -L, and perform reclamation work in a short construction period and at low cost. Hereinafter, the present invention will be explained in detail based on the drawings. FIG. 1 is a diagram showing the basic concept of the present invention. The hull 1 is equipped with an earth and sand receiving hopper 2, a binder storage tank 3, an admixture storage tank 4, and a mixing device 5 for mixing earth and sand with the binder and the admixture. Receiving hopper 2
The raw material drawn out from each storage tank;
It is designed to be supplied to Further, the earth and sand mixed with the binder and the admixture in the mixing device 5 are transported to the landfill pipe 10 by the conveying device 9. The landfill pipe 1
0 can be raised and lowered from the sea surface 2 to the seabed 3 using a lifting device 11, and when reclamation is performed, the lower end of the reclamation pipe 10 is lowered to the seabed 13, and earth and sand is deposited from the seabed 13 position to perform the reclamation work. I try to do it. [Example] An example of the present invention will be described with reference to the drawings. FIG. 2 is a top view of the reclamation work vessel according to the present invention, and FIG. 3 is a side view of the reclamation work ship. Receiving hopper 2 for earth and sand used for reclamation, storage tank 3 for cement as a binder, storage tank 4 for admixtures; rotating drum with spiral blades on the cylindrical inner surface as a mixing device for earth and sand, cement, and admixtures; The continuous wire mixers 5, which are designed to perform continuous kneading, are appropriately arranged on the deck of the hull 1 and fixed to each of them. As a reclamation pipe for earth and sand, the lower end is open and there are multiple input ports 10 on the side so that earth and sand can be input at will according to the reclamation depth.
A screw blade is arranged inside a hollow cylindrical pipe having a shape, and a drive motor 10b is attached to the upper end of the pipe.
A screw feeder 10 configured to rotate screw blades to propel earth and sand in a pipe downward.
is the jib 1 whose end is supported and fixed on the deck of the hull 1.
4, it is suspended via a wire lobe 15 by an elevating winch 11 fixed on the deck of the hull 1 as an elevating device, and by operating the elevating winch 11, it can be raised and lowered from above the sea surface 12 to the seabed ] 3. and can be moved to any position. The belt conveyors 6a and 6b are connected from the earth and sand reception hopper 2 to the input 1':1511 of the mixer 5, and the earth and sand are quantitatively supplied to the mixer 5 depending on the opening degree of the gate 2a attached to the lower part of the reception hopper 2. I'm trying to do that. The screw conveyor 7 is connected from the cement storage tank 3 to the input port 5a of the mixer 5, and furthermore, the screw conveyor 8 is connected from the admixture storage tank 4 to the middle of the screw conveyor 7, and mixes cement and admixtures. are mixed and quantitatively supplied to the mixer 5. bell 1
The conveyors 9a, 9b, 9C are supplied with the screw feeder 10 from the discharge chute 5b attached to the lower part of the mixer 5.1. The screw feeder 10 is connected to the screw feeder 10 so that the earth and sand mixed with the cement and the admixture by the mixer 5 is conveyed to the screw feeder 10. Further, the bell)-conveyor 9b is a frame As 9 x
The end of the frame 9X is supported by a pin on the deck of the hull 1, and the vicinity of the tip of the frame 9X is supported via a wire lobe 17 by a hoisting winch 16 fixed to the jib 14. It is provided on rails 9 y and h attached to the lower part, and is movable in parallel to the belt conveyor 9b. By operating the undulating winch 16 and moving the belt conveyor 9C, adjustment is possible so that the tip of the belt conveyor 9C and the input port 1.0a of the screw feeder 10 are aligned. Note that 18 is a guide for preventing the screw feeder 10 from swinging, 19 is a control room for remotely operating each device, and is a generator for supplying 20 liters of electric power. According to this embodiment, two mixers 5 are provided, and the earth and sand mixed with cement and admixture are fed to one screw feeder 1.
In this embodiment, a plurality of screw feeders 10 may be used to distribute the earth and sand mixed with cement and admixture to perform the reclamation work. Further, although the continuous wire mixer 5 is used as a mixing device for the earth and sand, the cement 1 to 1 and the admixture, it is also possible to use a forced mixing mixer having rotating blades inside. In addition, as a means for measuring the earth and sand, we used a fixed-view transport screw conveyor as a means for quantitatively supplying the earth and sand according to the gap between the receiving hopper and as a means for measuring the admixture into the cement 1.
It is also possible to provide a measuring device for measuring the weight of each material. In addition, the screw feeder 10 was used as a landfill pipe for earth and sand, but the lower end was open and it was fed into the side.

【E」を有した中空円筒
形状のパイプとなすこともできる。 また、スクリューフィーダ]−oに変わり、パケットエ
レベータとなして埋立土砂をパケットに受入れ、該パケ
ットを降下させることにより埋立作業を行うことも可能
であり、本発明の他の実施例とする。 【作 用] 次に、以上の構成からなる本発明の埋立作業船の作用に
ついて詳述する。 本発明の埋立作業船を埋立海域へ曳航し係留する。昇降
ウィンチ11の操作によりスクリューフィーダ10を降
トさせ、該スクリューフィーダ10の下端が海底13に
位置するようになす。そしてベルトコンベア9bの起伏
角度を起伏ウィンチ16の操作により調整するとともに
、ベルトコンベア9cを移動して該ベルトコンベア9c
の先端からスクリューフィーダ】0の投入口10aへ土
砂が落下する位置となす。 他の土運船を本発明の埋立作業船に横付けし、タラムシ
エル等で土運船から受入ホッパ2へ土砂を受入れると同
時に、各ベルトコンベア6a、6b、9a、9b、9c
、スクリューコンベア7.8、ミキサ5の運転を開始す
ることにより、土砂はミキサ5へ定量的に供給されると
ともに、セメントもスクリューコンベア7にて混和材と
混合されつつ定量的にミキサ5へ供給され、ミキサ5内
にて連続して混練されることとなる。 さらに、ミキサ内にて事前に改良された埋立土砂は、排
出シュート5bからベル1〜コンベア9a、9b、9c
を経由し、投入1−11.0 aからスクリュフィーダ
】O内に送られることとなる。 そして、該埋立土砂はスクリューフィーダ10内のスク
リュー羽根により下方に推進され、海底] 3 hに堆
積されて、連続的に埋立てられることとなる。 【発明の効果1 本発明の埋立作業船によれば、土砂と結合材及び混和材
とを混練し、土砂の改良を行った」−で埋立を行うため
、海中に埋立られた土砂は強度を有し、従来行っていた
埋立後の地盤改良]二車を不要にすることができる。し
かも、車重に結合材と混和材を混合した」二でミキサに
て土砂とともに強制的に混線するため、強度のバラツキ
が少なく安定した土砂を製造できる。さらに結合材及び
混和材の量を変化させることにより、埋q±−にの構築
物に応して埋立土砂の強度を任意に調整することがnJ
能となる。さらに、連続ミキサを使用することにより、
埋立作業が連続的に行えるとともに、むらのない埋立が
行える。 また、埋立管としてスクリューフィーダを使用し、該埋
立管の下端を海底に位置させて、埋立土砂を船上から除
々に移動させて海底付近で海中に落下させるため、海水
を汚濁させることがなく、海洋汚染の問題を解消できる
。 また、埋立管の位置の設定により、]−回の埋立厚さを
任意に調整することができる。しかも埋立管を海面上へ
上昇させることにより、土運船では不可能であった海面
上の埋立が可能となり、従来のように海面上の埋立を他
の工法(ダンプトラックによる陸上輸送等)に変更する
必要がなく、本発明の埋立作業船にて海底から海面上ま
での埋立作業が可能となる。 また、埋立管を複数本にすることにより、埋立範囲を広
くすることができ、より均一な埋立面を形成することが
できる。 本発明は、以上のような効果と利点を有した極めて優秀
な埋立作業船である。
It can also be made into a hollow cylindrical pipe with [E]. Further, instead of the screw feeder]-o, it is also possible to use the present invention as a packet elevator to receive the reclaimed soil into packets and perform the reclaiming work by lowering the packets, which constitutes another embodiment of the present invention. [Function] Next, the function of the landfill work boat of the present invention having the above configuration will be described in detail. The reclamation work boat of the present invention is towed to a reclamation area and moored. The screw feeder 10 is lowered by operating the lifting winch 11 so that the lower end of the screw feeder 10 is located on the seabed 13. Then, the undulation angle of the belt conveyor 9b is adjusted by operating the undulation winch 16, and the belt conveyor 9c is moved to
The position is such that earth and sand fall from the tip of the screw feeder to the input port 10a of the screw feeder. Another soil transport ship is brought alongside the reclamation work boat of the present invention, and at the same time, earth and sand are received from the soil transport ship into the receiving hopper 2 using a Taramsiel, etc., and each belt conveyor 6a, 6b, 9a, 9b, 9c
By starting the operation of the screw conveyor 7.8 and the mixer 5, the earth and sand are quantitatively supplied to the mixer 5, and the cement is also quantitatively supplied to the mixer 5 while being mixed with the admixture on the screw conveyor 7. The mixture is then kneaded continuously in the mixer 5. Furthermore, the reclaimed soil that has been improved in advance in the mixer is transported from the discharge chute 5b to the bell 1 to the conveyors 9a, 9b, 9c.
It will be sent from input 1-11.0 a to screw feeder ]O via . Then, the reclaimed soil is propelled downward by the screw blades in the screw feeder 10, deposited on the seabed, and is continuously reclaimed. [Effect of the invention 1] According to the reclamation work boat of the present invention, the soil is improved by kneading the earth and sand with a binding material and an admixture. The conventional ground improvement after reclamation] can eliminate the need for two vehicles. Moreover, since the vehicle weight is mixed with a binder and an admixture, it is forcibly mixed with soil and sand in a mixer, making it possible to produce stable soil with less variation in strength. Furthermore, by changing the amounts of binders and admixtures, it is possible to arbitrarily adjust the strength of the reclaimed soil according to the construction in the buried q±-.
Becomes Noh. Furthermore, by using a continuous mixer,
Landfill work can be performed continuously and evenly. In addition, a screw feeder is used as the landfill pipe, and the lower end of the landfill pipe is located on the seabed, and the reclaimed soil is gradually moved from the ship and falls into the sea near the seabed, so there is no contamination of seawater. It can solve the problem of ocean pollution. Furthermore, by setting the position of the landfill pipe, the thickness of the landfill can be adjusted as desired. Moreover, by raising the reclaimed pipe above the sea level, it is now possible to perform land reclamation on the sea surface, which was impossible with earth transport ships. There is no need to make any changes, and the reclamation work vessel of the present invention can perform reclamation work from the seabed to above the sea surface. Furthermore, by using a plurality of landfill pipes, the landfill area can be expanded and a more uniform landfill surface can be formed. The present invention is an extremely excellent landfill work boat having the above-mentioned effects and advantages.

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

第1図は本発明の基本概念を示す図であり、第2図、第
3図は本発明の一実施例の平面図及び側面図である。 1 ・・・・・・船体 2 ・・・・・・土砂の受入ホッパ 3 ・・・・・・結合材(セメント)の貯蔵槽4 ・・
・・・・混和材の貯蔵槽 5 ・・・・・・混練装置(ミキサ)
FIG. 1 is a diagram showing the basic concept of the present invention, and FIGS. 2 and 3 are a plan view and a side view of one embodiment of the present invention. 1 ... Hull 2 ... Sediment reception hopper 3 ... Binding material (cement) storage tank 4 ...
...Admixture storage tank 5 ...Kneading device (mixer)

Claims (3)

【特許請求の範囲】[Claims] (1)土砂の受入ホッパ、結合材の貯蔵槽、土砂と結合
材とを混ぜ合せる混練装置及び該混練装置にて混練され
た土砂を船上から海底へ搬送するときの土砂の囲い手段
を具備し、上記の土砂と結合材を所定配合比となすため
の計量手段を有するとともに混練装置へ各材料を供給す
る供給装置及び混練装置から混練された土砂を前記囲い
手段へ輸送する搬送装置からなる埋立作業船。
(1) Equipped with an earth and sand receiving hopper, a binder storage tank, a kneading device for mixing the earth and sand with the binder, and a means for enclosing the earth and sand when transporting the earth and sand mixed by the kneading device from the ship to the seabed. , a landfill comprising a metering means for making the above-mentioned soil and binder into a predetermined mixing ratio, a supply device for supplying each material to the kneading device, and a conveying device for transporting the kneaded soil from the kneading device to the enclosure means. work boat.
(2)前記囲い手段として管内にスクリュー羽根を配し
、該スクリュー羽根を回転させることにより土砂を推進
させるようなしたスクリューフィーダを用いたことを特
徴とする特許請求の範囲第1項記載の埋立作業船。
(2) The reclamation according to claim 1, characterized in that a screw feeder is used as the enclosing means, in which screw blades are arranged in the pipe, and earth and sand are propelled by rotating the screw blades. work boat.
(3)前記計量手段として時間当りの搬送量が一定な搬
送手段を用いたことを特徴とする特許請求の範囲第1項
記載の埋立作業船。
(3) The landfill work boat according to claim 1, characterized in that the measuring means is a conveyance means whose conveyance amount per hour is constant.
JP24933990A 1990-09-18 1990-09-18 Landfill work boat Expired - Fee Related JP2895595B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24933990A JP2895595B2 (en) 1990-09-18 1990-09-18 Landfill work boat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24933990A JP2895595B2 (en) 1990-09-18 1990-09-18 Landfill work boat

Publications (2)

Publication Number Publication Date
JPH04128423A true JPH04128423A (en) 1992-04-28
JP2895595B2 JP2895595B2 (en) 1999-05-24

Family

ID=17191550

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24933990A Expired - Fee Related JP2895595B2 (en) 1990-09-18 1990-09-18 Landfill work boat

Country Status (1)

Country Link
JP (1) JP2895595B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009002036A (en) * 2007-06-21 2009-01-08 Penta Ocean Construction Co Ltd Underwater casting pipe mixing device and underwater casting pipe mixing method
JP2013199515A (en) * 2012-03-23 2013-10-03 Gojo:Kk Biomass circulating processing system of livestock excrement

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009002036A (en) * 2007-06-21 2009-01-08 Penta Ocean Construction Co Ltd Underwater casting pipe mixing device and underwater casting pipe mixing method
JP2013199515A (en) * 2012-03-23 2013-10-03 Gojo:Kk Biomass circulating processing system of livestock excrement

Also Published As

Publication number Publication date
JP2895595B2 (en) 1999-05-24

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