JPH1046552A - Method and device for preventing diffusion of polluted water during landfill work - Google Patents
Method and device for preventing diffusion of polluted water during landfill workInfo
- Publication number
- JPH1046552A JPH1046552A JP20690396A JP20690396A JPH1046552A JP H1046552 A JPH1046552 A JP H1046552A JP 20690396 A JP20690396 A JP 20690396A JP 20690396 A JP20690396 A JP 20690396A JP H1046552 A JPH1046552 A JP H1046552A
- Authority
- JP
- Japan
- Prior art keywords
- polluted water
- water
- slurry
- sand discharge
- 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.)
- Granted
Links
Landscapes
- Cleaning Or Clearing Of The Surface Of Open Water (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
(57)【要約】
【課題】 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ないとともに、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。
【解決手段】 底面のみが開口した排砂箱2を水底に着
底し、該排砂箱2内にスラリーを注入してその中におい
て土砂10を沈澱堆積させるとともに、汚濁水11を排
砂箱2内から排水することである。
PROBLEM TO BE SOLVED: To provide a polluted water diffusion preventing method and a polluted water diffusion preventing device in which the effect of preventing polluted water diffusion in discharging slurry is not affected by waves and tidal currents, and which can be easily moved during construction. It is. SOLUTION: A sand discharge box 2 having only a bottom opening is settled on the bottom of the water, a slurry is injected into the sand discharge box 2, sediment 10 is deposited therein, and the polluted water 11 is discharged into the sand discharge box. 2 to drain water from inside.
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 method and apparatus for preventing the diffusion of polluted water during a landfill operation.
【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 earth and sand slurry is discharged through a pipe, there is a problem that a large amount of pollution 20 is generated as shown in 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 FIG. In this polluted water diffusion prevention frame 22, a sheet-shaped silt protector 24 is suspended from the raised frame body 23 to the vicinity of the sea floor to suppress the diffusion of the 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 above-mentioned polluted water diffusion prevention frame covers a wide area around the discharge port, the equipment is large-scale and cannot be easily moved during construction. Further, when there is a wave or a tide, there is a disadvantage that the silt protector soars and the effect of preventing the diffusion of polluted water is reduced.
【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-mentioned problems, and an object of the present invention is to make it easy to move during construction without disturbing the diffusion of polluted water due to waves and tidal currents in discharging the slurry. It is an object of the present invention to provide a method and apparatus for preventing the diffusion 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、底面のみが
開口した排砂箱を水底に着底し、該排砂箱内にスラリー
を注入してその中において土砂を沈澱堆積させるととも
に、汚濁水を排砂箱内から排水することである。また汚
濁水拡散防止装置が、排砂箱の底面のみが開口し、該底
面の外周に鍔片を備え、排砂箱の上面にはスラリーを注
入する注入管を備えるとともに、前記上面に排砂箱内の
汚濁水を排出する排出管を備えたことである。Means for solving the above problems are as follows. A method for preventing the diffusion of polluted water is to settle a sandbox having only a bottom opening on the bottom of the water and to place the sandbox in the sandbox. Injecting the slurry, sedimenting and depositing the slurry therein, and discharging the polluted water from the sand discharge box. Further, the pollution water diffusion preventing device has an opening only at the bottom surface of the sand discharge box, a flange piece on the outer periphery of the bottom surface, an injection pipe for injecting slurry on an upper surface of the sand discharge box, and a sand discharge It is equipped with a discharge pipe for discharging polluted water in the box.
【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。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 shows a first embodiment of a polluted water diffusion prevention device 1 in which only a bottom surface of a steel sand box 2 is open, and a flange piece 3 is provided on the entire outer surface of the bottom surface. An 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 thereof, 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 tube 4 is rotatably mounted,
And it is formed so as to be freely bendable in any direction. A drain pipe 6 for sucking up and discharging polluted water generated when the earth and sand slurry is injected into the sand dump box 2 is provided on the upper surface of the sand dump box 2 and connected to a polluted water delivery pipe 7. I have. This drain pipe 6 is also rotatably attached similarly to the above-mentioned injection pipe 4, and is formed to be freely bendable in any 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 discharge box 2 so that the rope 8 can be hooked on a hook 9 and moved by a crane. As described above, in the polluted water diffusion prevention device 1, since the sand discharge box 2 is made of steel, it is not affected by waves or tidal currents even when it reaches the water bottom.
【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 method for preventing the diffusion of polluted water using the apparatus 1 for preventing the diffusion of polluted water will be described with reference to FIGS. First, as shown in FIG. 2, the pollution water diffusion prevention device 1 is lifted by a crane and landed 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 so as to deliver dredged slurry from a dredger (not shown), and a drainage pipe 6 is connected to a polluted water delivery pipe 7. The contaminated water is delivered from a sandbox to a 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 contaminated water diffusion prevention device 1 is settled at a predetermined position, as shown in FIG. 3, the dredged slurry is discharged from the dredger via a slurry delivery pipe 5 and an injection pipe 4 to a sand discharge box 2.
Injected into.
【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。The dredged slurry injected into the sand discharge box 2 is discharged from the injection pipe 4 into a large space, so that the flow velocity is rapidly reduced. When the flow velocity is rapidly reduced and becomes equal to or lower than the sedimentation limit flow velocity of the soil particles, the sediment 10 in the dredged slurry starts to settle and accumulates on the water bottom surface in the sand discharge box 2, and fine particles that do not sediment Mixed polluted water 11
Is discharged from a drain pipe 6 and delivered to a turbid water treatment facility via a 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 sand 10 is deposited on the inside of the sand discharge box 2 and is blocked from the outside, the polluted water 11 does not leak to the outside. And the dredged slurry is discharged
When it is poured into the soil and the soil 10 accumulates to the 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, a hook 9 of a crane is hooked on a lifting rope 8 to lift the pollution water diffusion preventing device 1. When the polluted water diffusion prevention device 1 is lifted in this way, the sediment 10 is discharged from the bottom of the sandbox by the weight of the underwater, 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 soil water diffusion prevention device 1 suspended next to the embankment 13 is landed, 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 according to the first embodiment except that a packing 15 made of a rubber tube is provided on the flange 3 of the sand discharge box 2. It is the same configuration as the polluted water diffusion prevention device 1 of the embodiment. The packing 15 is filled with air or water.
【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。The method for preventing the diffusion of polluted water using the apparatus 14 for preventing the diffusion of polluted water is the same as that of the first embodiment. This polluted water diffusion prevention device 14 is used when the unevenness of the water bottom is large as shown in FIG. 7. 2 Prevents spillage.
【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。FIG. 8 shows that a packing 16 made of sponge is provided in place of the packing 15 made of rubber tube. The method for preventing the diffusion of polluted water using the device 14 for preventing the diffusion of polluted water 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 a third embodiment of a method for preventing the diffusion of polluted water. (1) shows a method of using two polluted water diffusion prevention devices 1 in combination, and dredging in these two sand discharge boxes 2. The slurries are injected simultaneously 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 simultaneously injected into the sand discharge box 2, the two injection switching valves 17 and 18 are opened, and when the injection is completed, the two polluted water diffusion prevention devices 1 are simultaneously operated. Lift up and land. With such a method, the efficiency of the dredging operation 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 to be alternately injected into the sand discharging box 2, the two injection switching valves 17, 18 are alternately set to “open” and “closed”. Is filled with the sediment 10, the “open” injection switching valve 17 is “closed” and the “closed” injection switching valve 18 is “open”. Then, after removing the slurry delivery pipe 5 and the contaminated water delivery pipe 7 on the side of the injection switching valve 18 which has been closed, the contaminated water diffusion prevention device 1 is lifted and moved. An efficient dredging operation is performed by sequentially repeating such operations.
【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。FIG. 2B shows a method for preventing the diffusion of contaminated water using a contaminated water diffusion preventing device 19 in which a packing 15 made of a rubber tube (or made of sponge) is provided on the flange piece 3 of the sand discharge box 2. There is a method similar to that described above, except that such a packing 15 is provided. This is also used in the case where the unevenness of the water bottom is large, as in the above case.
By contacting with the sea bottom according to the unevenness, it is possible to prevent the polluted water from flowing out of the sand discharge box 2 and to perform an efficient dredging operation.
【0023】[0023]
【発明の効果】底面のみが開口した排砂箱を水底に着底
し、該排砂箱内にスラリーを注入してその中において土
砂を沈澱堆積させるとともに、汚濁水を排砂箱内から排
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 present invention, a sandbox having only a bottom opening is settled on the bottom of the water, slurry is poured into the sandbox to deposit sediment therein, and polluted water is drained from the sandbox. By doing so, the diffusion of the polluted water can be reliably prevented.
【0024】土砂が所定高さまで沈澱堆積したら排砂箱
を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。When the sediment has settled to a predetermined height, the sand discharge box can be lifted and moved, so that the dredging operation 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 settled, and the slurry is injected simultaneously or alternately into the sand discharging boxes, so that the dredging operation can be efficiently performed.
【0026】排砂箱の底面のみが開口し、該底面の外周
に鍔片を備え、排砂箱の上面にスラリーを注入する注入
管を備えるとともに、前記上面に排砂箱内の汚濁水を排
出する排水管を備えたことにより、波浪や潮流による汚
濁水の拡散が防止できる。Only the bottom surface of the sandbox is opened, a flange piece is provided on the outer periphery of the bottom surface, an injection pipe for injecting slurry is provided on the upper surface of the sandbox, and the contaminated water in the sandbox is provided on the upper surface. By providing the drainage pipe for discharging, the diffusion of polluted water due to waves and tides can be prevented.
【0027】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。Since the packing is provided on the lower surface of the flange piece, the sand discharging box can be brought into close contact with the water bottom surface.
【0028】パッキンはスポンジ又はゴムチューブであ
ることより、例え水底が大きな凹凸であってもスポンジ
又はゴムチューブがそれに応じて密着するので、排砂箱
外への汚濁水の流出を確実に防げる。Since the packing is a sponge or a rubber tube, the sponge or the rubber tube adheres to the sponge or the rubber tube accordingly even if the water bottom has a large unevenness, so that the outflow of the contaminated water out of the sand box can be surely prevented.
【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 pollution 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 showing a state in which a pollution water diffusion prevention device is landed.
【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 cross-sectional view of a pollution water diffusion preventing 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 the suspended polluted water diffusion prevention device.
【図5】盛土の断面図である。FIG. 5 is a cross-sectional view of the 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 sectional view of a pollution water diffusion preventing 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 prevention device provided with a rubber tube packing is settled.
【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 prevention 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。FIGS. 9 (1) and (2) are cross-sectional views of a method for preventing pollution water diffusion using two pollution 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。FIGS. 10 (1) and (2) are perspective views of a conventional polluted water diffusion prevention method and a polluted 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 Pollution water diffusion prevention device 2 Sandbox 3 Flange piece 4 Injection pipe 5 Slurry delivery pipe 6 Drain pipe 7 Pollution water delivery pipe 8 Rope 9 Hook 10 Earth and sand 11 Polluted water 12 Level sensor 13 Filling 15, 16 Packing 17, 18 Injection switching valve
Claims (6)
し、該排砂箱内にスラリーを注入してその中において土
砂を沈澱堆積させるとともに、汚濁水を排砂箱内から排
水することを特徴とする埋立作業時における汚濁水拡散
防止方法。1. A sandbox having only an open bottom surface is settled on the bottom of the water, a slurry is injected into the sandbox, sediment is deposited therein, and polluted water is drained from the sandbox. A method for preventing the diffusion of polluted water during landfill work.
積したら吊り上げて移動させることを特徴とする請求項
1に記載の埋立作業時における汚濁水拡散防止方法。2. The method as claimed in claim 1, wherein the sand box is lifted and moved when the sediment has settled to a predetermined height.
に交互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に記載の埋立作業時における汚濁水拡
散防止方法。3. The method according to claim 1, wherein a plurality of the sand discharge boxes are settled, and the slurry is alternately or simultaneously injected into these sand discharge boxes.
周に鍔片を備え、排砂箱の上面にスラリーを注入する注
入管を備えるとともに、前記上面に排砂箱内の汚濁水を
排出する排出管を備えたことを特徴とする汚濁水拡散防
止装置。4. A sand discharge box having only a bottom surface opened, a flange piece provided on an outer periphery of the bottom surface, an injection pipe for injecting slurry into an upper surface of the sand discharge box, and contamination in the sand discharge box on the upper surface. A pollution water diffusion prevention device comprising a discharge pipe for discharging water.
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. The pollution water diffusion preventing device according to claim 4, wherein a packing is provided on a lower surface of the collar piece.
ブであることを特徴とする請求項5に記載の汚濁水拡散
防止装置。6. The pollution water diffusion preventing device according to claim 5, wherein the packing is a sponge or a rubber tube.
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 true JPH1046552A (en) | 1998-02-17 |
| JP3532039B2 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) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009041185A (en) * | 2007-08-06 | 2009-02-26 | Wakachiku Construction Co Ltd | 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 |
| CN110565706A (en) * | 2019-09-10 | 2019-12-13 | 合肥工业大学 | Device of foundation ditch infiltration under simulation morning and evening tides effect |
-
1996
- 1996-08-06 JP JP20690396A patent/JP3532039B2/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009041185A (en) * | 2007-08-06 | 2009-02-26 | Wakachiku Construction Co Ltd | 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 |
| CN110565706A (en) * | 2019-09-10 | 2019-12-13 | 合肥工业大学 | Device of foundation ditch infiltration under simulation morning and evening tides effect |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3532039B2 (en) | 2004-05-31 |
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