JP3532039B2 - Method and apparatus for preventing diffusion of polluted water during landfill work - Google Patents
Method and apparatus for preventing diffusion of polluted water during landfill workInfo
- Publication number
- JP3532039B2 JP3532039B2 JP20690396A JP20690396A JP3532039B2 JP 3532039 B2 JP3532039 B2 JP 3532039B2 JP 20690396 A JP20690396 A JP 20690396A JP 20690396 A JP20690396 A JP 20690396A JP 3532039 B2 JP3532039 B2 JP 3532039B2
- Authority
- JP
- Japan
- Prior art keywords
- slurry
- polluted water
- box
- sand
- water diffusion
- 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 - Fee Related
Links
Landscapes
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は埋立作業時における
汚濁水拡散防止方法及び汚濁水拡散防止装置に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a polluted water diffusion preventing method and a polluted water diffusion preventing device during landfill work.
【0002】[0002]
【従来の技術】従来、土砂スラリーを配管によって吐出
する場合は、図10の(1)に示すように、大量の汚濁
20が発生するという問題があった。そこで、これを解
決するために、同図の(2)に示すような配管21の吐
出口周辺に汚濁水拡散防止枠22を設けていた。この汚
濁水拡散防止枠22は浮上した枠体23から海底の近傍
までシート状のシルトプロテクター24を吊り下げて汚
濁水の拡散を抑制していた。2. Description of the Related Art Conventionally, when the earth and sand slurry was discharged through a pipe, there was a problem that a large amount of pollution 20 was generated as shown in (1) of FIG. Therefore, in order to solve this, a polluted water diffusion prevention frame 22 is provided around the discharge port of the pipe 21 as shown in (2) of the figure. In this polluted water diffusion prevention frame 22, a sheet-shaped silt protector 24 was suspended from the floating frame 23 to the vicinity of the seabed to suppress the diffusion of polluted water.
【0003】[0003]
【発明が解決しようとする課題】しかし、上記のような
汚濁水拡散防止枠は、吐出口周辺の広い範囲をカバーす
るため設備が大がかりになって施工中の移動が簡単にで
きなかった。また波浪や潮流がある場合は、シルトプロ
テクターが舞い上がって汚濁水拡散防止効果が低下する
という欠点があった。However, since the polluted water diffusion preventive frame as described above covers a wide area around the discharge port, the equipment becomes large and it is not possible to easily move it during construction. In addition, when there is a wave or tidal current, there is a drawback that the silt protector rises and the effect of preventing the spread of polluted water decreases.
【0004】本発明は上記のような課題に鑑みてなされ
たものであり、その目的は、スラリーの排出において汚
濁水拡散防止効果が波浪や潮流に左右されずに、施工中
の移動が簡単にできる汚濁水拡散防止方法及び汚濁水拡
散防止装置を提供することである。The present invention has been made in view of the above problems, and an object thereof is to facilitate movement during construction without the effect of preventing the diffusion of polluted water in discharging slurry from being affected by waves and tidal currents. It is an object of the present invention to provide a method for preventing the spread of polluted water and a device for preventing the spread of polluted water.
【0005】[0005]
【課題を解決するための手段】上記のような課題を解決
するための手段は、汚濁水拡散防止方法が、底部のみが
開口し、かつ上面に注入管と排水管とを備えた大きな空
間を有する排砂箱を水底に着底させ、前記注入管から排
砂箱内の大きな空間にスラリーを注入することにより、
その注入流速を急激に低下させてスラリー中の土砂を沈
殿堆積させるとともに、沈殿しない微粒子が混合された
汚泥水を排砂箱内から前記排水管により排水することで
ある。また汚濁水拡散防止装置が、底面のみが開口し、
該底面開口の外周に鍔片が設けられた大きな空間を有す
る鋼製の排砂箱と、該排砂箱の上面に取り付けられたス
ラリーを注入する注入管と、汚濁水を排出する排水管
と、吊り下げ用ロープとからなり、少なくとも前記注入
管と排水管は前記排砂箱に対して任意の方向に折り曲げ
自在に形成されていることである。[Means for Solving the Problems] A means for solving the above problems is a method for preventing the diffusion of polluted water , in which a large space having only a bottom opening and an injection pipe and a drain pipe on the upper surface is provided.
By landing a sand removal box having a space on the bottom of the water, by injecting the slurry from the injection pipe into a large space in the sand removal box ,
Its injection flow rate abruptly reduced along with precipitate deposited sediment in the slurry and is sludge water particles do not precipitate is mixed from the sediment box be drained by the drain pipe. Also, the polluted water diffusion prevention device opens only on the bottom,
Has a large space with a collar piece on the outer circumference of the bottom opening
A steel sand drain box , an injection pipe for injecting a slurry attached to the upper surface of the sand drain box , a drain pipe for discharging polluted water, and a hanging rope. The injection
Bend the pipe and drain pipe in any direction with respect to the sand box.
It is formed freely .
【0006】[0006]
【発明の実施の形態】以下、本発明の実施の形態の一例
を図面に基づいて詳細に説明する。図1は汚濁水拡散防
止装置1の第1の実施の形態であり、鋼製の排砂箱2の
底面のみが開口し、該底面の外面全周には鍔片3が設け
られている。排砂箱2の上面は閉塞され、その上面には
浚渫スラリー等の土砂スラリーを排砂箱2内に注入する
注入管4が設けられ、これがスラリー配送管5に接続さ
れている。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an example of an embodiment of the present invention will be described in detail with reference to the drawings. FIG. 1 shows a first embodiment of a polluted water diffusion preventive device 1, in which only a bottom surface of a steel sand discharge box 2 is opened, and a collar piece 3 is provided on the entire outer circumference of the bottom surface. The upper surface of the sand discharge box 2 is closed, and an injection pipe 4 for injecting earth and sand slurry such as dredging slurry into the sand discharge box 2 is provided on the upper surface, and this is connected to a slurry delivery pipe 5.
【0007】この注入管4は回転自在に取り付けられ、
かつ任意の方向に折り曲げ自在に形成されている。また
排砂箱2の上面には、土砂スラリーが排砂箱2内に注入
された際に発生する汚濁水を吸い上げて排出する排水管
6が設けられ、これが汚濁水配送管7に接続されてい
る。この排水管6も前記の注入管4と同様に回転自在に
取り付けられ、かつ任意の方向に折り曲げ自在に形成さ
れている。The injection pipe 4 is rotatably mounted,
In addition, it is formed to be bendable in any direction. A drain pipe 6 is provided on the upper surface of the sand discharge box 2 for sucking up and discharging polluted water generated when the earth and sand slurry is injected into the sand discharge box 2, which is connected to a polluted water delivery pipe 7. There is. This drain pipe 6 is also rotatably attached like the above-mentioned injection pipe 4 and is formed so as to be bendable in an arbitrary direction.
【0008】さらに排砂箱2の上面には吊り上げ用のロ
ープ8が接続され、フック9に引っかけてクレーンで移
動できるようになっている。このように汚濁水拡散防止
装置1は排砂箱2が鋼製であるため、水底に着底した場
合でも波浪や潮流に影響されることがない。Further, a rope 8 for lifting is connected to the upper surface of the sand discharging box 2 and hooked on a hook 9 so that it can be moved by a crane. As described above, since the sand discharge box 2 of the polluted water diffusion preventive device 1 is made of steel, it is not affected by waves or tidal current even when it reaches the bottom of the water.
【0009】このような汚濁水拡散防止装置1を使用し
た汚濁水拡散防止方法を図2〜図5に基づいて説明す
る。まず、図2に示すように、汚濁水拡散防止装置1を
クレーンで吊り上げて所定位置に着底する。A polluted water diffusion preventing method using such a polluted water diffusion preventing apparatus 1 will be described with reference to FIGS. First, as shown in FIG. 2, the polluted water diffusion preventive device 1 is lifted by a crane and settles at a predetermined position.
【0010】このとき注入管4にはスラリー配送管5が
接続されて浚渫船(図示せず)から浚渫スラリーを配送
するようになっており、また排水管6には汚濁水配送管
7が接続されて排砂箱から汚濁水を濁水処理施設(図示
せず)に配送するようになっている。At this time, a slurry delivery pipe 5 is connected to the injection pipe 4 to deliver the dredging slurry from a dredger (not shown), and a drain pipe 6 is connected to a polluted water delivery pipe 7. The polluted water is delivered from the sand discharge box to the turbid water treatment facility (not shown).
【0011】この汚濁水拡散防止装置1が所定位置に着
底されたら、図3に示すように、浚渫スラリーが浚渫船
からスラリー配送管5及び注入管4を経由して排砂箱2
内に注入される。When the polluted water diffusion preventive device 1 is bottomed at a predetermined position, as shown in FIG. 3, the dredging slurry flows from the dredging ship through the slurry delivery pipe 5 and the injection pipe 4 to the sand discharging box 2.
Injected inside.
【0012】この排砂箱2内に注入された浚渫スラリー
は注入管4から大きな空間に放出されるために流速が急
激に低下される。このように流速が急激に低下されて土
粒子の沈澱限界流速以下になると、浚渫スラリー中の土
砂10が沈降を開始して排砂箱2内の水底面上に堆積す
るとともに、沈澱しない微粒子が混合された汚濁水11
は排水管6から排出されて汚濁水配送管7を経由して濁
水処理施設に配送される。Since the dredging slurry injected into the sand discharge box 2 is discharged from the injection pipe 4 into a large space, the flow velocity is drastically reduced. Thus, when the flow velocity is drastically reduced and becomes equal to or lower than the sedimentation limit flow velocity of the soil particles, the sediment 10 in the dredging slurry starts to settle and accumulates on the bottom surface of the water in the sand discharge box 2, and the unprecipitated fine particles are generated. Mixed polluted water 11
Is discharged from the drainage pipe 6 and delivered to the turbid water treatment facility via the polluted water delivery pipe 7.
【0013】このとき、排砂箱2の内側は土砂10が堆
積されて外部と遮断されているため、汚濁水11が外部
に漏れることがない。そして、浚渫スラリーが排砂箱2
内に注入されて土砂10が所定の高さまで堆積したら、
それをレベルセンサー12で感知して浚渫スラリーの注
入を停止させる。At this time, since the earth and sand 10 is accumulated inside the sand discharge box 2 and is shielded from the outside, the polluted water 11 does not leak to the outside. And the dredging slurry is the sand removal box 2
When the sand 10 is poured into the inside and accumulated to a predetermined height,
This is detected by the level sensor 12 and the injection of the dredging slurry is stopped.
【0014】そして、図4に示すように、吊り上げ用の
ロープ8にクレーンのフック9を引っ掛けてかけて汚濁
水拡散防止装置1を吊り上げる。このように汚濁水拡散
防止装置1を吊り上げると、堆積土砂10は水中重量に
よって排砂箱の底面から排出されて椀形の盛土13とな
る。Then, as shown in FIG. 4, the hook 9 of the crane is hooked on the hoisting rope 8 to hoist the polluted water diffusion preventing device 1. When the polluted water diffusion preventive device 1 is lifted in this manner, the accumulated sediment 10 is discharged from the bottom of the sand discharge box by the weight of the water and becomes a bowl-shaped embankment 13.
【0015】そしてこの盛土13の隣に吊り上げた汚濁
水拡散防止装置1を着底させて、前記と同様の作業を繰
り返すことにより、図5に示すような盛土10を連続的
に造成する。Then, the polluted water diffusion preventive device 1 suspended next to the embankment 13 is set on the bottom, and the same operation as described above is repeated to continuously form the embankment 10 as shown in FIG.
【0016】図6は汚濁水拡散防止装置14の第2の実
施の形態であり、排砂箱2の鍔片3にゴムチューブ製の
パッキン15を設けた点を除いて前記第1の実施の形態
の汚濁水拡散防止装置1と同一の構成である。尚、前記
パッキン15には空気又は水が注入される。FIG. 6 shows a second embodiment of the polluted water diffusion preventing device 14, which is the same as the first embodiment except that the collar piece 3 of the sand discharging box 2 is provided with a rubber tube packing 15. It has the same configuration as the polluted water diffusion prevention device 1 of the embodiment. Air or water is injected into the packing 15.
【0017】この汚濁水拡散防止装置14を用いた汚濁
水拡散防止方法も、前記第1の実施の形態と同一の方法
である。この汚濁水拡散防止装置14を用いるのは、図
7に示すように、水底面の凹凸が大きい場合であり、パ
ッキン15が凹凸に応じて海底面に密着されることによ
り汚濁水が排砂箱2外へ流出するのを防いでいる。A polluted water diffusion preventing method using the polluted water diffusion preventing device 14 is also the same as that of the first embodiment. This contaminated water diffusion preventive device 14 is used when the unevenness of the water bottom is large, as shown in FIG. 2 Prevents it from leaking out.
【0018】また図8は前記のゴムチューブ製のパッキ
ン15に代わってスポンジ製のパッキン16を設けたも
のであり、この汚濁水拡散防止装置14を用いた汚濁水
拡散防止方法も、前記と同じ方法である。Further, FIG. 8 shows that a sponge packing 16 is provided in place of the rubber tube packing 15 described above, and a polluted water diffusion preventing method using this polluted water diffusion preventing device 14 is the same as that described above. Is the way.
【0019】また図9は汚濁水拡散防止方法の第3の実
施の形態であり、(1)は汚濁水拡散防止装置1を二機
組み合わせて使用し、これら2つの排砂箱2内に浚渫ス
ラリーを同時に注入したり、或は交互に注入したりす
る。FIG. 9 shows the third embodiment of the method for preventing the spread of polluted water. (1) uses two sets of the polluted water spread preventive apparatus 1 in combination, and the two sand discharge boxes 2 are dredged. The slurries are injected at the same time or alternately.
【0020】浚渫スラリーを排砂箱2内に同時に注入す
る場合は、2つの注入切替バルブ17、18を「開」の
状態にし、その注入が終了したら、2つの汚濁水拡散防
止装置1を同時に吊り上げて着底させる。このような方
法とすることにより浚渫作業の効率化を図ることができ
る。When the dredging slurry is injected into the sand discharge box 2 at the same time, the two injection switching valves 17 and 18 are set to the "open" state, and when the injection is completed, the two polluted water diffusion preventive devices 1 are simultaneously opened. Lift to bottom. By adopting such a method, the efficiency of the dredging work can be improved.
【0021】一方、浚渫スラリーを排砂箱2内に交互に
注入する場合は、2つの注入切替バルブ17、18を交
互に「開」と「閉」の状態にし、一方の排砂箱2内が堆
積土砂10で一杯になったら、「開」であった注入切替
バルブ17を「閉」にするとともに、「閉」であった注
入切替バルブ18を「開」にする。そして「閉」にした
注入切替バルブ18側のスラリー配送管5及び汚濁水配
送管7を取り外してから汚濁水拡散防止装置1を吊り上
げて移動する。このような作業を順次繰り返すことによ
って効率的な浚渫作業を行う。On the other hand, when the dredging slurry is alternately injected into the sand discharging box 2, the two injection switching valves 17 and 18 are alternately set to the "open" and "closed" states and the inside of the sand discharging box 2 is changed. When is filled with the accumulated sediment 10, the injection switching valve 17 that was “open” is closed, and the injection switching valve 18 that was “closed” is opened. Then, the slurry delivery pipe 5 and the polluted water delivery pipe 7 on the "closed" injection switching valve 18 side are removed, and then the polluted water diffusion prevention device 1 is lifted and moved. Efficient dredging work is performed by sequentially repeating such work.
【0022】また同図の(2)は、排砂箱2の鍔片3に
ゴムチューブ製(又はスポンジ製)のパッキン15を設
けた汚濁水拡散防止装置19を使用した汚濁水拡散防止
方法であり、このようなパッキン15を設けた点を除け
ば、前記と同様の方法である。これも前記と同様に水底
面の凹凸が大きい場合に用いられ、パッキン15、16
が凹凸に応じて海底面に密着されることにより汚濁水が
排砂箱2外へ流出するのを防ぐとともに、効率的な浚渫
作業が行なえる。Further, (2) in the same figure shows a method for preventing the spread of polluted water using a polluted water spread preventive device 19 in which a packing 15 made of a rubber tube (or sponge) is provided on the flange 3 of the sand discharging box 2. There is the same method as described above except that the packing 15 is provided. This is also used when the unevenness of the bottom surface of the water is large as in the above,
Since the water is closely attached to the sea bottom according to the unevenness, the polluted water can be prevented from flowing out of the sand discharge box 2, and an efficient dredging work can be performed.
【0023】[0023]
【発明の効果】汚濁水拡散防止方法においては、底部の
みが開口し、かつ上面に注入管と排水管とを備えた大き
な空間を有する排砂箱を水底に着底させ、前記注入管か
ら排砂箱内の大きな空間にスラリーを注入することによ
り、その注入流速を急激に低下させてスラリー中の土砂
を沈殿堆積させるとともに、沈殿しない微粒子が混合さ
れた汚泥水を排砂箱内から前記排水管により排水するこ
とにより、汚濁水の拡散を確実に防止することができ
る。According to the method for preventing the diffusion of polluted water, a large size is provided in which only the bottom is opened and the top surface is provided with an injection pipe and a drain pipe.
The bottom of the sandbox with a special space is placed on the bottom of the water, and the slurry is injected from the injection pipe into the large space inside the sandbox .
Ri, the injection flow rate abruptly reduced along with precipitate deposited sediment in the slurry, by draining by the drain pipe and the precipitate was not sludge particles are mixed water from the sediment box, the diffusion of polluted water It can be surely prevented.
【0024】排砂箱は、注入したスラリーの土砂が沈殿
堆積し所定高さになったことを検知し、スラリーの注入
を停止させた後に吊り上げて移動させることができるの
で、浚渫作業が円滑に行える。 The sand discharging box detects that sediment of the injected slurry has settled and accumulated to reach a predetermined height, and the slurry is injected.
Since it can be lifted and moved after stopping , the dredging work can be performed smoothly.
【0025】排砂箱は複数個が着底され、これらに同時
又は交互にスラリーが注入されることにより浚渫作業を
効率的に行える。A plurality of sand discharging boxes are bottomed, and the slurry is injected simultaneously or alternately into these so that the dredging work can be efficiently performed.
【0026】汚濁水拡散防止装置においては、底面のみ
が開口し、該底面開口の外周に鍔片が設けられた大きな
空間を有する鋼製の排砂箱と、該排砂箱の上面に取り付
けられたスラリーを注入する注入管と、汚濁水を排出す
る排水管と、吊り下げ用ロープとからなり、少なくとも
前記注入管と排水管は前記排砂箱に対して任意の方向に
折り曲げ自在に形成されていることにより、波浪や潮流
に影響されることなく予定した水底に着底させることが
できると共に、汚濁水の拡散が防止できる。[0026] In the polluted water diffusion prevention device, only the bottom surface is opened, a large Tsubahen is provided on the outer periphery of the bottom surface opening
And sediment box made of steel having a space, Installing the upper surface of the exhaust sandbox
It consists of an injection pipe for injecting the scraped slurry, a drain pipe for discharging polluted water, and a hanging rope.
The injection pipe and drain pipe can be placed in any direction with respect to the sand box.
Since it can be bent freely, it can land on the planned water bottom without being affected by waves and tidal currents.
It is possible to prevent the diffusion of polluted water.
【0027】排砂箱の内部に、注入したスラリーの沈殿
堆積高さを検知するレベルセンサーを備えたことによ
り、スラリーの注入を停止させることができるので、浚
渫作業が円滑に行える。 Settling of the injected slurry inside the sand removal box
Since the level sensor that detects the deposition height is equipped, it is possible to stop the injection of the slurry.
Smooth pour work.
【0028】鍔片の下面にはパッキンを備えたことによ
り、排砂箱を水底面に密着させることができるので、排
砂箱外への汚濁水の流出を確実に防げる。 [0028] By having a packing to the lower surface of the flange pieces, since the sediment box can be brought into close contact with the water bottom, discharge
Surely prevent the outflow of polluted water to the outside of the sandbox.
【図1】汚濁水拡散防止装置の斜視図である。FIG. 1 is a perspective view of a polluted water diffusion prevention device.
【図2】汚濁水拡散防止装置を着底させた断面図であ
る。FIG. 2 is a cross-sectional view in which a polluted water diffusion prevention device is bottomed.
【図3】浚渫スラリーを注入する汚濁水拡散防止装置の
断面図である。FIG. 3 is a sectional view of a polluted water diffusion preventive device for injecting dredging slurry.
【図4】吊り上げた汚濁水拡散防止装置の断面図であ
る。FIG. 4 is a cross-sectional view of a suspended pollution water diffusion preventing device.
【図5】盛土の断面図である。FIG. 5 is a cross-sectional view of an embankment.
【図6】ゴムチューブのパッキンを設けた汚濁水拡散防
止装置の断面図である。FIG. 6 is a cross-sectional view of a polluted water diffusion preventive device provided with a rubber tube packing.
【図7】ゴムチューブのパッキンを設けた汚濁水拡散防
止装置が着底された断面図である。FIG. 7 is a cross-sectional view in which a polluted water diffusion preventing device provided with a rubber tube packing is bottomed.
【図8】スポンジのパッキンを設けた汚濁水拡散防止装
置の断面図である。FIG. 8 is a sectional view of a polluted water diffusion preventive device provided with a sponge packing.
【図9】(1)及び(2)は2つの汚濁水拡散防止装置
を使用した汚濁水拡散防止方法の断面図である。FIG. 9 (1) and (2) are cross-sectional views of a method for preventing diffusion of contaminated water using two contaminated water diffusion prevention devices.
【図10】(1)及び(2)は従来の汚濁水拡散防止方
法及び汚濁水拡散防止装置の斜視図である。10 (1) and (2) are perspective views of a conventional polluted water diffusion prevention method and a contaminated water diffusion prevention device.
1、14、19 汚濁水拡散防止装置 2 排砂箱 3 鍔片 4 注入管 5 スラリー配送管 6 排水管 7 汚濁水配送管 8 ロープ 9 フック 10 土砂 11 汚濁水 12 レベルセンサー 13 盛土 15、16 パッキン 17、18 注入切替バルブ 1, 14, 19 Contaminated water diffusion prevention device 2 sand removal box 3 collar pieces 4 injection tubes 5 Slurry delivery pipe 6 drainage pipe 7 Contaminated water delivery pipe 8 rope 9 hooks 10 earth and sand 11 polluted water 12 level sensor 13 Embankment 15, 16 packing 17, 18 injection switching valve
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平1−116114(JP,A) 特開 平6−306865(JP,A) 特開 平4−165060(JP,A) 実開 平4−26231(JP,U) 実開 昭58−153240(JP,U) (58)調査した分野(Int.Cl.7,DB名) E02B 3/18 E02D 15/10 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-1-116114 (JP, A) JP-A-6-306865 (JP, A) JP-A-4-165060 (JP, A) Actual Kaihei 4- 26231 (JP, U) Actual development Sho 58-153240 (JP, U) (58) Fields surveyed (Int.Cl. 7 , DB name) E02B 3/18 E02D 15/10
Claims (6)
排水管とを備えた大きな空間を有する排砂箱を水底に着
底させ、前記注入管から排砂箱内の大きな空間にスラリ
ーを注入することにより、その注入流速を急激に低下さ
せてスラリー中の土砂を沈殿堆積させるとともに、沈殿
しない微粒子が混合された汚泥水を排砂箱内から前記排
水管により排水することを特徴とする埋め立て作業時に
おける汚泥水拡散防止方法。1. An injection pipe is provided only on the bottom and is opened on the top.
A sand discharge box having a large space with a drainage pipe is set on the bottom of the water, and the slurry is injected from the injection pipe into the large space in the sand discharge box to rapidly increase the injection flow velocity. causes lowers precipitate deposited sediment in the slurry, sludge water diffusion during landfill operations, characterized by draining the precipitated no fine sludge water which has been mixed from the sediment box by the discharge <br/> water tubes Prevention method.
殿堆積し所定高さになったことを検知し、スラリーの注
入を停止させた後に吊り上げて移動させることを特徴と
する請求項1に記載の埋め立て作業時における汚泥水拡
散防止方法。2. The sand discharging box detects that the soil of the poured slurry has settled and accumulated to reach a predetermined height, and pouring the slurry.
The method for preventing sludge water diffusion at the time of landfill work according to claim 1, wherein the method is suspended and moved after stopping the filling.
互に又は同時にスラリーが注入されることを特徴とする
請求項1又は2に記載の埋め立て作業時における汚泥水
拡散防止方法。3. The method for preventing sludge water diffusion during landfill operation according to claim 1 or 2, wherein a plurality of sand discharging boxes are bottomed, and the slurry is alternately or simultaneously injected into these bottoms.
鍔片が設けられた大きな空間を有する鋼製の排砂箱と、
該排砂箱の上面に取り付けられたスラリーを注入する注
入管と、汚濁水を排出する排水管と、吊り下げ用ロープ
とからなり、少なくとも前記注入管と排水管は前記排砂
箱に対して任意の方向に折り曲げ自在に形成されている
ことを特徴とする汚泥水拡散防止装置。4. A steel sand discharge box having a large space in which only a bottom surface is opened and a collar piece is provided on the outer periphery of the bottom surface opening .
An injection pipe for injecting a slurry attached to the upper surface of the sand discharging box, a drain pipe for discharging polluted water, and a hanging rope
And at least the inlet pipe and the drain pipe are the sand discharge
A sludge water diffusion preventing device, which is formed so as to be bendable in any direction with respect to a box .
殿堆積高さを検知するレベルセンサーを備えたことを特
徴とする請求項4に記載の汚濁水拡散防止装置。5. Settling of the injected slurry into the sand discharge box
The polluted water diffusion preventive device according to claim 4, further comprising a level sensor for detecting the height of the accumulated sediment .
特徴とする請求項4に記載の汚濁水拡散防止装置。6. The polluted water diffusion preventive device according to claim 4, wherein a packing is provided on a lower surface of the collar piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20690396A JP3532039B2 (en) | 1996-08-06 | 1996-08-06 | Method and apparatus for preventing diffusion of polluted water during landfill work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20690396A JP3532039B2 (en) | 1996-08-06 | 1996-08-06 | Method and apparatus for preventing diffusion of polluted water during landfill work |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1046552A JPH1046552A (en) | 1998-02-17 |
| JP3532039B2 true JP3532039B2 (en) | 2004-05-31 |
Family
ID=16530982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20690396A Expired - Fee Related JP3532039B2 (en) | 1996-08-06 | 1996-08-06 | Method and apparatus for preventing diffusion of polluted water during landfill work |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3532039B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4994993B2 (en) * | 2007-08-06 | 2012-08-08 | 若築建設株式会社 | Thin layer sanding apparatus and thin layer sanding method |
| CN106596231A (en) * | 2017-02-24 | 2017-04-26 | 宿迁电力设计院有限公司 | Sand rain device for preparing geotechnical centrifugal model test and preparing method thereof |
| CN110565706B (en) * | 2019-09-10 | 2020-12-15 | 合肥工业大学 | A device for simulating water seepage in foundation pits under tidal action |
-
1996
- 1996-08-06 JP JP20690396A patent/JP3532039B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH1046552A (en) | 1998-02-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3638432A (en) | Stationary dredging apparatus | |
| WO1998020208A1 (en) | Dredging method and dredging apparatus | |
| JP3532039B2 (en) | Method and apparatus for preventing diffusion of polluted water during landfill work | |
| CN109056879A (en) | A kind of riverway sludge cleaning plant and construction method | |
| JP2018031117A (en) | Mud suction port device with float | |
| JP7041939B2 (en) | Dredging device | |
| JP3791992B2 (en) | Discharge method of sediment in the dam reservoir | |
| JPH08158397A (en) | Method and equipment for removing sludge, etc. | |
| JP2791428B2 (en) | Dredge pollution control device | |
| JPH08141314A (en) | Drilling mud treatment device and method | |
| KR101079492B1 (en) | Eco-friendly bucket dredging system and method | |
| JPS5846604B2 (en) | Landfill method | |
| JP4114512B2 (en) | Reservoir sand discharging method and sand discharging device | |
| CN208949951U (en) | A kind of riverway sludge cleaning plant | |
| CN114737632A (en) | Dredging and antifouling system for river and construction method thereof | |
| CN218148465U (en) | Precipitation well cleaning device who facilitates use | |
| JP2007217991A (en) | Dredging device and dredging method | |
| KR100693281B1 (en) | Sediment Sludge and Sedimentation Sludge Removal System in Freshwater Lakes | |
| JP3008015U (en) | Mud treatment equipment | |
| JP4356472B2 (en) | Reservoir sand discharging method and sand discharging device | |
| JP5100705B2 (en) | Sediment flow transfer equipment | |
| KR100486903B1 (en) | Vacuum intake dredging bucket and reservoir dredging method by using a vacuum intake dredging bucket | |
| KR100960728B1 (en) | Send transportation apparatus for inside of a harbor burying and beach erosion prevention | |
| JP3230113B2 (en) | Method and apparatus for supplying mud solidified slurry into excavation trench | |
| KR200279911Y1 (en) | Vacuum intake dredging bucket |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A911 | Transfer of reconsideration by examiner before appeal (zenchi) |
Free format text: JAPANESE INTERMEDIATE CODE: A911 Effective date: 20040109 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20040218 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20040302 |
|
| R150 | Certificate of patent or registration of utility model |
Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110312 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110312 Year of fee payment: 7 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130312 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130312 Year of fee payment: 9 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140312 Year of fee payment: 10 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |