JP2000096544A - Moving-type sludge outflow-preventing frame - Google Patents
Moving-type sludge outflow-preventing frameInfo
- Publication number
- JP2000096544A JP2000096544A JP10306291A JP30629198A JP2000096544A JP 2000096544 A JP2000096544 A JP 2000096544A JP 10306291 A JP10306291 A JP 10306291A JP 30629198 A JP30629198 A JP 30629198A JP 2000096544 A JP2000096544 A JP 2000096544A
- Authority
- JP
- Japan
- Prior art keywords
- sludge
- frame
- dredging
- outflow
- sludge outflow
- 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.)
- Pending
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は主に陸上で使用す
る土木機械(バックホー,バケット等)を利用して、浚
渫作業を行うものである。(図1)BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention performs a dredging operation mainly by using an earth-moving machine (backhoe, bucket, etc.) used on land. (Fig. 1)
【0002】[0002]
【従来の技術】従来湖底,海底,川底のヘドロや堆積物
の浚渫作業を、主に陸上で使用する土木機械で行うと、
舞い上がったヘドロ等で湖水,狭い港湾,河川が濁っ
て、水中に生息する生物が死滅する恐れがあった。その
ため、上記の場所での浚渫作業の方法が限定されていた
のである。又、ポンプ等でヘドロを浚渫する時、大量の
水も同時に吸い揚げる結果、大量の濁った水を、沈殿処
理する大規模な沈殿槽,沈殿池のための広い用地を確保
しなければならなかった。市街地に近く、広い用地を準
備出来ない作業現場では、なおさら浚渫方法が限定され
るのである。2. Description of the Related Art Conventionally, dredging of sludge and sediment on the bottom of a lake, the bottom of the sea, and the bottom of a river is mainly performed by a civil engineering machine used on land.
Lakes, narrow harbors, and rivers were turbid due to soaring sludge, and creatures living in the water could be killed. Therefore, the method of dredging work in the above-mentioned place was limited. In addition, when dredging sludge with a pump, etc., a large amount of water must be sucked up at the same time, resulting in large-scale sedimentation tanks for sedimentation of large amounts of turbid water, and a wide area for sedimentation ponds must be secured. Was. At work sites near urban areas where large sites cannot be prepared, dredging methods are even more limited.
【0003】[0003]
【発明が解決しようとする課題】従って、本発明は主に
陸上の土木機械(バックホー,バケット等)を使用して
浚渫作業を行い、浚渫作業中に巻き上がって拡散しよう
とするヘドロ等の流出防止を、安価に行う事を目的とす
る。又、浚渫ヶ所のヘドロ拡散防止のために、高価な矢
板打設工事も不用である。バケット等を持った土木機械
を使用するために、ヘドロ等を陸上の処理場に送る前の
水切りも充分行うことが出来る。Therefore, according to the present invention, dredging work is carried out mainly by using an earth-moving earth-moving machine (backhoe, bucket, etc.), and spillage of sludge or the like which rolls up and spreads during the dredging work. The purpose is to perform prevention at low cost. Also, in order to prevent the spread of sludge at the dredging point, expensive sheet pile driving work is unnecessary. Since a civil engineering machine having a bucket or the like is used, draining before sludge or the like is sent to a land-based treatment plant can be sufficiently performed.
【0004】[0004]
【課題を解決するための手段】ヘドロ流出防止枠Cは、
図2の枠4の外に柔軟性のある遮蔽布1で周囲を覆い、
且つ固縛した側部と、柔軟性のある遮蔽布1の長さを、
枠4の深さより長くし(浚渫深度より深くし)、且つ柔
軟性のある遮蔽布1の末端部に、重りを取り付けたスカ
ート部2を構成した底部から成り立っている。スカート
部2の重りと、柔軟性のある遮蔽布1によって、浚渫作
業中に舞い上がったヘドロ等が、底部から流出するのを
防ぐ。これを移動式固定ヘドロ流出防止枠と言う。図1
3の中で縦割りにした、差し込み式ヘドロ流出防止板1
3を、あらかじめヘドロ流出防止枠の中に設置しておく
と、差し込み式ヘドロ流出防止板13は、底の形状に合
わせて上下するので、底のスカート部2が不用になる。
これと同じく、図15で、折りたたみ式にした、蛇腹式
ヘドロ梳出防止枠板12を、あらかじめヘドロ流出防止
枠の中に設置しておくと、蛇腹式ヘドロ流出防止板12
は、底の凸部の形状に合わせて、上部に移動する。又、
底の形状が凹部の場合、折りたたみ式の板の1枚分の幅
の範囲で、底からヘドロ等が流出するのを防ぐので、底
の起伏が少ない場合、底部のスカート部2が不用にな
る。又、大規模に作業を行う時には、図8,図9,のよ
うに浮力物7と重り8と柔軟性のある遮蔽布1で、ヘド
ロ流出防止枠Dを構成する。(この時も、柔軟性のある
遮蔽布の長さは、浚渫深度よりも長くしておく)これを
移動式自由ヘドロ流出防止枠と言う。The sludge spill prevention frame C is
The outside is covered with a flexible shielding cloth 1 outside the frame 4 of FIG.
And the length of the secured side and the flexible shielding cloth 1
It is longer than the depth of the frame 4 (deeper than the depth of the dredging), and is made up of a bottom portion forming a skirt portion 2 with a weight attached to the end of the flexible shielding cloth 1. The weight of the skirt portion 2 and the flexible shielding cloth 1 prevent sludge and the like that have risen during the dredging work from flowing out from the bottom. This is called a movable fixed sludge spill prevention frame. FIG.
Plug-in sludge spill prevention plate 1 vertically divided in 3
If the slide 3 is previously set in the sludge spill prevention frame, the plug-in type sludge spill prevention plate 13 moves up and down according to the shape of the bottom, so that the skirt portion 2 at the bottom becomes unnecessary.
Similarly, in FIG. 15, if the folding-type bellows-type sludge comb-out prevention frame plate 12 is installed in advance in the sludge-spill-out prevention frame, the bellows-type sludge loss prevention plate 12
Moves to the top according to the shape of the bottom projection. or,
When the shape of the bottom is a concave portion, sludge and the like are prevented from flowing out from the bottom within a width of one folding plate, so that when the bottom has little undulation, the skirt portion 2 at the bottom becomes unnecessary. . When the work is performed on a large scale, the sludge spill-out prevention frame D is composed of the buoyant material 7, the weight 8, and the flexible shielding cloth 1 as shown in FIGS. (Again, the length of the flexible shielding cloth should be longer than the dredging depth.) This is called a movable free sludge spillout frame.
【0005】[0005]
【発明の実施の形態】湖水,河川,港湾の状況及び使用
する機械の能力に応じて、柔軟性のある遮蔽布製ヘドロ
流出防止枠Cの大きさを決める。柔軟性のある遮蔽布製
ヘドロ流出防止枠C内の作業が完了し、水中の濁りが無
くなったら、隣の作業ヶ所に、柔軟性のある遮蔽布製ヘ
ドロ流出防止枠Cを移動する。この時、柔軟性のある遮
蔽布製ヘドロ流出防止枠Cは、クレーン等を利用して移
動する。ヘドロの沈殿に時間が掛かって、柔軟性のある
遮蔽布製ヘドロ流出防止枠Cを効率的に移動出来ない場
合、柔軟性のある遮蔽布製ヘドロ流出防止枠Cを、何個
か作っておいて、順番に、柔軟性のある遮蔽布製ヘドロ
流出防止枠C内の作業を行う。先に作業が完了して、柔
軟性のある遮蔽布製ヘドロ流出枠C内の濁りが無くなっ
た枠を、次々と移動して作業効率を上げる事が出来る。
又、作業ヶ所の底の状況によって、柔軟性のある遮蔽布
製ヘドロ流出防止枠Cが傾いて作業が困難な時、図2の
スパッド(支柱)3を設置し、スパッド(支柱)上下装
置5によって、傾きを調整する事もできる。作業ヶ所の
流れが急で、柔軟性のある遮蔽布製流出防止枠Cの流
出,傾きが懸念される時も、スパッド(支柱)3を設置
する事によって、柔軟性のある遮蔽布製ヘドロ流出防止
枠Cの流出,傾きを防ぐことが出来る。又、潮の干満が
あって深さを調整しなければならない時も、スカート部
2の長さが許す範囲で、スパッド(支柱)3を上下に移
動して調整する。スパッド(支柱)3の上下装置5につ
いては、ワイヤー巻取り方式、機械方式(ラチエット
式、ラック,ピニオンギア式)、シリンダー方式(油圧
及び空気式)等が考えられるが、作業ヶ所,底の状況,
費用及び作業能率,安全性の観点から選択する。(図2
の場合はワイヤー巻取り方式) 柔軟性のある遮蔽布製ヘドロ流出防止枠Cの外側に、流
木や浮遊物等が接触して、柔軟性のある遮蔽布1の破損
の恐れや、柔軟性のある遮蔽布1で、作業を行うのに不
都合な場合、柔軟性のある遮蔽布1の代わりに、図6,
図7のヘドロ流出防止鋼板6を設置して浚渫作業を行
う。流木や浮遊物が少々で、柔軟性のある遮蔽布1を、
ヘドロ流出防止鋼板6に代えるまでもない時、柔軟性の
ある遮蔽布1の前に、防護板11(金網のようなもの)
を設置して、柔軟性のある遮蔽布1を保護する。防護板
11の深さは、流木や浮遊物が、柔軟性のある遮蔽布1
を破損しない水深まで。大規模に浚渫作業を行う時、図
8,図9のように浮力物7と柔軟性のある遮蔽布1と重
り8で、ヘドロ流出防止枠Dを構成して作業を行う。風
や潮流の関係で、浮力物7が作業に支障が出るだけ、自
由度が増す時、図10,図11のスパッド(支柱)3を
設けて、浮力物7の動きを押さえる。スパッド(支柱)
3を固定するには、張りロープ9(もしくはワイヤー)
とアンカー等で固定する。この時も、流木や浮遊物が、
柔軟性のある遮蔽布1を破損する恐れがあるとき、柔軟
性のある遮蔽布1の前に、防護板11を設置して、柔軟
性のある遮蔽布1を保護する。やはり、防護板11の深
さは流木や浮遊物が、柔軟性のある遮蔽布1を破損しな
い水深まで。浚渫作業ヶ所を移動して次の作業ヶ所に移
る時、必ず前の作業ヶ所とラップさせながら作業を行う
ので、完了した作業ヶ所の深度がスカート部2より深い
と、ヘドロが底部から流出する恐れがある。その時に
は、作業が完了した部分の深度に合わせて、図12の、
増設ヘドロ流出防止枠10を、ヘドロ流出防止枠Cに取
り付けし、ヘドロが作業が完了した区域の底から流出し
ないようにする。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The size of a flexible shielding cloth sludge spill-prevention frame C is determined according to the conditions of lakes, rivers, ports, and the capabilities of machinery used. When the work inside the flexible shield cloth sludge spill prevention frame C is completed and the turbidity in the water is eliminated, the flexible shield cloth sludge spill prevention frame C is moved to the next work place. At this time, the flexible shielding cloth sludge outflow prevention frame C moves using a crane or the like. If it takes time to settle the sludge and cannot move the sludge spillover prevention frame C made of flexible shielding cloth efficiently, make several sludge spillout prevention frames C made of flexible shielding cloth, The work inside the flexible shield cloth sludge outflow prevention frame C is performed in order. The work is completed first, and the turbidity-free frames in the flexible shielding cloth sludge outflow frame C can be successively moved to increase the working efficiency.
Also, when the work is difficult due to the inclination of the sludge outflow prevention frame C made of flexible shielding cloth due to the situation at the bottom of the work place, the spud (post) 3 of FIG. , The inclination can be adjusted. The spuds (posts) 3 can be used to install the flexible shielding cloth sludge prevention frame even when the flow of the work place is sudden and there is a concern that the flexible shielding cloth leakage prevention frame C may flow out and tilt. The outflow and inclination of C can be prevented. Also, when the tide rises and the depth has to be adjusted, the spud (post) 3 is moved up and down as far as the length of the skirt portion 2 allows. Regarding the lifting and lowering device 5 of the spud (post) 3, a wire winding system, a mechanical system (ratchet type, rack, pinion gear type), a cylinder type (hydraulic and pneumatic type) and the like can be considered. ,
Select from the viewpoint of cost, work efficiency and safety. (Figure 2
In the case of the above, a wire winding method is used.) Driftwood or floating matter comes into contact with the outside of the sludge outflow prevention frame C made of a flexible shielding cloth, and the flexible shielding cloth 1 may be damaged or may be flexible. If the shielding cloth 1 is inconvenient to perform the work, instead of the flexible shielding cloth 1, FIG.
The dredging work is performed by installing the sludge outflow prevention steel plate 6 shown in FIG. Driftwood and floating material is a little, flexible shielding cloth 1,
When it is not necessary to replace the sludge spill prevention steel plate 6, a protective plate 11 (such as a wire mesh) is provided in front of the flexible shielding cloth 1.
Is installed to protect the flexible shielding cloth 1. The depth of the protective plate 11 is such that driftwood or suspended matter is
Not to damage the water depth. When a large-scale dredging operation is performed, a sludge outflow prevention frame D is configured by a buoyant material 7, a flexible shielding cloth 1 and a weight 8 as shown in FIGS. When the degree of freedom increases as the buoyancy object 7 hinders the work due to the wind and the tide, the spuds (posts) 3 shown in FIGS. 10 and 11 are provided to suppress the movement of the buoyancy object 7. Spud (post)
To fix 3, tighten the rope 9 (or wire)
And anchor with anchor. At this time, driftwood and suspended matter,
When there is a risk of damaging the flexible shielding cloth 1, a protective plate 11 is installed before the flexible shielding cloth 1 to protect the flexible shielding cloth 1. After all, the depth of the protective plate 11 is to a depth at which driftwood or suspended matter does not damage the flexible shielding cloth 1. When moving to the next work place after moving the dredging work place, always work while wrapping the previous work place. If the depth of the completed work place is deeper than the skirt 2, the sludge may flow out from the bottom. There is. At that time, according to the depth of the part where the work was completed,
The additional sludge spill-prevention frame 10 is attached to the sludge spill-prevention frame C so that the sludge does not flow out from the bottom of the completed area.
【0006】[0006]
【発明の効果】本発明は、主に陸上の土木機械を使用す
るため、安価に機動的に浚渫工事を行う事が出来る。ポ
ンプによる浚渫作業のように、大量の無駄な水を吸い揚
げる必要がなく、且つ陸上の処理場にヘドロ等を搬送す
る時も、水切りを充分行いながら作業が出来るので、無
駄な水の処理も最小限に出来る。又、底に沈木や沈船等
の一部、ポンプ等で吸い揚げられない物が出て来ても、
迅速に確実に浚渫作業が行える。既存の養殖地内のすぐ
そばに、新たな養殖地を造成したり、雑草や海草の除去
で、作業区域以外に、水の濁り等の影響を与えないで迅
速に、確実に浚渫,造成,除去工事が施工できる。According to the present invention, dredging work can be carried out flexibly and inexpensively because mainly a land-based civil engineering machine is used. There is no need to draw up a large amount of waste water like dredging work using a pump, and when transporting sludge to a land-based treatment plant, the work can be performed while draining sufficiently, so that waste water can be treated. Can be minimized. In addition, even if some things such as wreckage and wreck appear on the bottom, things that can not be pumped
The dredging work can be performed quickly and reliably. Create a new aquaculture area in the immediate vicinity of the existing aquaculture area or remove weeds and seaweeds quickly and reliably in areas other than the work area, without affecting the water turbidity, etc. Construction can be performed.
【図1】は移動式固定ヘドロ流出防止枠を設置した時
の、作業状況を示した側面図である。FIG. 1 is a side view showing a working situation when a movable fixed sludge spill prevention frame is installed.
【図2】は柔軟性のある遮蔽布1を枠4の外側に固縛し
た時の、ヘドロ流出防止枠Cの側面図FIG. 2 is a side view of the sludge outflow prevention frame C when the flexible shielding cloth 1 is fixed to the outside of the frame 4;
【図3】は柔軟性のある遮蔽布1を枠4の外側に固縛し
た時の、ヘドロ流出防止枠Cの平面図FIG. 3 is a plan view of a sludge outflow prevention frame C when a flexible shielding cloth 1 is fixed to the outside of the frame 4;
【図4】はA−A断面図FIG. 4 is a sectional view taken along line AA.
【図5】はB−B断面図FIG. 5 is a sectional view taken along line BB.
【図6】は柔軟性のある遮蔽布1の代わりに、ヘドロ流
出防止鋼板6に全面変更して、下端部に柔軟性のある遮
蔽布のスカート部2を設けた、ヘドロ流出防止枠Cの側
面図FIG. 6 is a perspective view of a sludge spill-prevention frame C in which a flexible slash-prevention steel sheet 6 is used in place of the flexible shielding cloth 1 and a flexible skirt 2 is provided at the lower end. Side view
【図7】は柔軟性のある遮蔽布1の代わりに、ヘドロ流
出防止鋼板6に全面変更して、下端部に柔軟性のある遮
蔽布のスカート部2を設けた、ヘドロ流出防止枠Cの平
面図FIG. 7 is a perspective view of a sludge spill-prevention frame C in which a flexible sloping skirt portion 2 is provided at a lower end portion of the sludge spill-prevention steel plate 6 instead of the flexible shielding cloth 1; Plan view
【図8】はヘドロ流出防止枠Dの側面図FIG. 8 is a side view of a sludge spill prevention frame D;
【図9】はヘドロ流出防止枠Dの平面図FIG. 9 is a plan view of a sludge outflow prevention frame D;
【図10】はヘドロ流出防止枠Dにスパッド(支柱)3
を設けた側面図FIG. 10 shows a spud (post) 3 for the sludge spill prevention frame D.
Side view with
【図11】はヘドロ流出防止枠Dにスパッド(支柱)3
を設けた平面図FIG. 11 shows a spud (post) 3 on the sludge spill prevention frame D.
Plan view with
【図12】は作業範囲がラップした時、増設防止枠10
を取り付けした時の側面図FIG. 12 shows an extension prevention frame 10 when the work area is wrapped.
Side view with the
【図13】はヘドロ流出防止枠に、差し込み式ヘドロ流
出防止板13を設けた側面図FIG. 13 is a side view in which a plug-in type sludge outflow prevention plate 13 is provided on a sludge outflow prevention frame.
【図14】はE−E断面図FIG. 14 is a sectional view taken along line EE.
【図15】はヘドロ流出防止枠に、蛇腹式ヘドロ流出防
止板12を設けた側面図FIG. 15 is a side view in which a bellows type sludge outflow prevention plate 12 is provided on a sludge outflow prevention frame.
【図16】はF−F断面図図FIG. 16 is a sectional view taken along line FF.
1:柔軟性のある遮蔽布 2:スカート部 3:スパッド(支柱) 4:枠 5:スパッド(支柱)上下装置 6:ヘドロ流出防止鋼板 7:浮力物 8:重り 9:ロープ(ワイヤー) 10:増設ヘドロ流出防止枠 11:防護板 12:蛇腹式ヘドロ流出防止板 13:差し込み式ヘドロ流出防止板 C:枠のある移動式ヘドロ流出防止枠(移動式固定ヘド
ロ流出防止枠) D:スカート部と枠の無い移動式ヘドロ流出防止枠(移
動式自由ヘドロ流出防止枠)1: Flexible shielding cloth 2: Skirt part 3: Spud (post) 4: Frame 5: Spud (post) vertical device 6: Sludge outflow prevention steel plate 7: Buoyancy material 8: Weight 9: Rope (wire) 10: Additional sludge spill prevention frame 11: Protective plate 12: Bellows type sludge spill prevention plate 13: Plug-in sludge spill prevention plate C: Mobile sludge spill prevention frame with frame (movable fixed sludge spill prevention frame) D: With skirt Mobile sludge spill prevention frame without frame (mobile free sludge spill prevention frame)
Claims (9)
び堆積物の浚渫作業及び養殖地の造成及び海草,雑草の
除去を行う方法。A method for dredging sludge and sediment, constructing a cultivation area, and removing seaweeds and weeds in a movable sludge spill prevention frame.
のある遮蔽布を使用した、枠の底部にスカート部を設け
た、移動式ヘドロ流出防止枠の中で、請求項1の浚渫,
造成,除去を行う方法。2. A movable sludge spill prevention frame according to claim 1, wherein a flexible shielding cloth is used outside the sludge spill frame according to claim 1, and a skirt portion is provided at the bottom of the frame. dredging,
How to create and remove.
流出防止鋼板を全面張りした、枠の底部にスカート部を
設けた、移動式ヘドロ流出防止枠の中で、請求項1の浚
渫,造成,除去を行う方法。3. The mobile sludge outflow prevention frame according to claim 1, wherein the sludge outflow prevention frame is entirely covered with a sludge outflow prevention steel plate, and a skirt portion is provided at the bottom of the frame. , Creation and removal.
たみ式にした、蛇腹式ヘドロ流出防止板で、移動式ヘド
ロ流出枠を構成した、移動式ヘドロ流出防止枠の中で、
請求項1の浚渫,造成,除去を行う方法。4. A movable sludge outflow prevention frame comprising a movable sludge outflow frame formed by a bellows type sludge outflow prevention plate which is folded along the sludge outflow frame according to claim 1.
A method for performing dredging, creation and removal according to claim 1.
縦割りにした、差し込み式ヘドロ流出防止板で、移動式
ヘドロ流出枠を構成した、移動式ヘドロ流出防止枠の中
で、請求項1の浚渫,造成,除去を行う方法。5. A method according to claim 1, wherein:
The method for performing dredging, creation and removal according to claim 1 in a movable sludge outflow prevention frame, wherein the movable sludge outflow frame is constituted by a vertically inserted plug-in sludge outflow prevention plate.
ある遮蔽布と浮力物と重りから構成した、移動式ヘドロ
流出防止枠の中で、請求項1の浚渫,造成,除去を行う
方法。6. The sludge outflow frame itself according to claim 1 is constructed of a flexible shielding cloth, a buoyant material, and a weight, and is provided in a movable sludge outflow prevention frame. How to do.
整、ヘドロ流出防止枠の、流出防止を目的とした、スパ
ッド(支柱)と、このスパッド(支柱)を上下に移動さ
せる上下装置を持った、移動式ヘドロ流出防止枠の中
で、請求項1の浚渫,造成,除去を行う方法。7. A spud (post) for adjusting the depth and preventing the sludge from flowing out at the four corners of the sludge outflow frame according to claim 1, and an up-down movement for moving the spud (post) up and down. The method of performing dredging, creation and removal according to claim 1 in a movable sludge spill prevention frame having a device.
動きを押さえるための、スパッド(支柱)を取り付けし
た、移動式ヘドロ流出防止枠の中で、請求項1の浚渫,
造成,除去を行う方法。8. The dredging and dredging of claim 1 in a movable sludge spill-prevention frame fitted with a spud (strut) for suppressing the movement of the flexible shielding cloth and buoyant.
How to create and remove.
ドロ流出枠に、柔軟性のある遮蔽布と浮力物の破損を防
ぐため、柔軟性のある遮蔽布、浮力物の外側に防護板を
設けて、請求項1の浚渫,造成,除去を行う方法。9. A flexible shielding cloth and an outer surface of a buoyant material for preventing the breakage of the flexible shielding cloth and the buoyant material in the movable sludge outflow frame of the first, second and sixth aspects. 2. A method for performing dredging, creation and removal according to claim 1, wherein a protective plate is provided on the vehicle.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10306291A JP2000096544A (en) | 1998-09-21 | 1998-09-21 | Moving-type sludge outflow-preventing frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10306291A JP2000096544A (en) | 1998-09-21 | 1998-09-21 | Moving-type sludge outflow-preventing frame |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000096544A true JP2000096544A (en) | 2000-04-04 |
Family
ID=17955336
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10306291A Pending JP2000096544A (en) | 1998-09-21 | 1998-09-21 | Moving-type sludge outflow-preventing frame |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000096544A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012180670A (en) * | 2011-03-01 | 2012-09-20 | Penta Ocean Construction Co Ltd | Simplified earth-retaining fence |
JP2014133974A (en) * | 2013-01-08 | 2014-07-24 | Penta Ocean Construction Co Ltd | Dredged sediment separation device and method for separating dredged sediment |
CN104141284A (en) * | 2014-08-13 | 2014-11-12 | 江苏省南京市航道管理处 | Antifouling method for dredged mud in construction of water dredging engineering |
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CN111764356A (en) * | 2020-06-30 | 2020-10-13 | 安徽电气集团股份有限公司 | River surface floater intercepting device |
CN112411653A (en) * | 2020-11-26 | 2021-02-26 | 武汉理工大学 | Dredge antifouling diffusion equipment |
CN113136916A (en) * | 2021-04-19 | 2021-07-20 | 山东润泰水利工程有限公司 | Sand mining platform and construction method |
CN115324088A (en) * | 2022-08-02 | 2022-11-11 | 中铁三局集团广东建设工程有限公司 | Cofferdam construction method |
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1998
- 1998-09-21 JP JP10306291A patent/JP2000096544A/en active Pending
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012180670A (en) * | 2011-03-01 | 2012-09-20 | Penta Ocean Construction Co Ltd | Simplified earth-retaining fence |
JP2014133974A (en) * | 2013-01-08 | 2014-07-24 | Penta Ocean Construction Co Ltd | Dredged sediment separation device and method for separating dredged sediment |
CN104141284A (en) * | 2014-08-13 | 2014-11-12 | 江苏省南京市航道管理处 | Antifouling method for dredged mud in construction of water dredging engineering |
CN104452708A (en) * | 2014-10-20 | 2015-03-25 | 苏州富奇诺水治理设备有限公司 | Stereoscopic trash rack device |
CN111764356A (en) * | 2020-06-30 | 2020-10-13 | 安徽电气集团股份有限公司 | River surface floater intercepting device |
CN112411653A (en) * | 2020-11-26 | 2021-02-26 | 武汉理工大学 | Dredge antifouling diffusion equipment |
CN113136916A (en) * | 2021-04-19 | 2021-07-20 | 山东润泰水利工程有限公司 | Sand mining platform and construction method |
CN113136916B (en) * | 2021-04-19 | 2023-02-28 | 山东润泰水利工程有限公司 | Sand mining platform and construction method |
CN115324088A (en) * | 2022-08-02 | 2022-11-11 | 中铁三局集团广东建设工程有限公司 | Cofferdam construction method |
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