JPS60138128A - Excavator for bottom of water - Google Patents
Excavator for bottom of waterInfo
- Publication number
- JPS60138128A JPS60138128A JP24475683A JP24475683A JPS60138128A JP S60138128 A JPS60138128 A JP S60138128A JP 24475683 A JP24475683 A JP 24475683A JP 24475683 A JP24475683 A JP 24475683A JP S60138128 A JPS60138128 A JP S60138128A
- Authority
- JP
- Japan
- Prior art keywords
- water
- retaining frame
- hole
- hull
- frame
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/18—Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/006—Dredgers or soil-shifting machines for special purposes adapted for working ground under water not otherwise provided for
Abstract
Description
【発明の詳細な説明】
本発明は、水底に於ける土砂、軟弱土を水を汚濁させな
いで掘削搬出する装動に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for excavating and transporting earth, sand, and soft soil at the bottom of a water body without polluting the water.
河川、湖沼の浚渫工事に於て河床の土砂、ヘドロを掘削
することによる水運汚濁が大きな問題となっている。During dredging work for rivers, lakes, and marshes, water pollution caused by excavating sediment and sludge from riverbeds has become a major problem.
本発明は上記の事情に鑑みな場れたものでおって、その
目的とすると仁ろは河川を活魚1することなく水底地盤
の掘削が可能でありしかも掘削後の土砂の脱水処理をも
不用で脱水処理設備が不必要になって経済的になる水底
掘削装置を提供することにある◇
以下1本発明を図面を参照して説明する。図面中1は船
体であり、船体1の中央部には孔状部2が形状してあり
、孔状部2内には作業台3が昇降可能に設けてあって、
これらで水面移動体Bを構成している。The present invention was developed in view of the above circumstances, and its purpose is to make it possible to excavate the underwater ground without removing live fish from rivers, and also to eliminate the need for dewatering the earth and sand after excavation. An object of the present invention is to provide an economical underwater excavation device that eliminates the need for dewatering treatment equipment.The present invention will be explained below with reference to the drawings. In the drawing, reference numeral 1 denotes a hull, and a hole 2 is formed in the center of the hull 1, and a workbench 3 is provided in the hole 2 so as to be movable up and down.
These constitute the water surface moving body B.
この作業台3は水の出し入れが可能であって沈み込みの
調節ができるものである。作業台3の前、後面の左右に
はガイドブロック5が固設してろる。This workbench 3 allows water to be put in and taken out, and the sinking can be adjusted. Guide blocks 5 are fixedly installed on the left and right sides of the front and rear surfaces of the workbench 3.
船体1の上面の前、後部には左右一対の作業台昇降保持
装置6が設けである。作業台昇降保持装置6は船体1の
上面に固設されたブラケツドアを備えており、ブラケッ
ト7には押えアーム8のi!:端部がピン9で取付けて
あり、この押えアーム8の先端下部には押え部10が形
成しである。A pair of left and right work platform elevating and lowering holding devices 6 are provided at the front and rear of the upper surface of the hull 1. The work platform lifting/lowering holding device 6 is equipped with a bracket door fixed to the upper surface of the hull 1, and the bracket 7 has an i! : The end portion is attached with a pin 9, and a presser portion 10 is formed at the lower end of the presser arm 8.
船体1には作動シリンダ11がピン:2により取付けて
あって、この作動シリンダ11のロンドI3は押えアー
ムεの中間部にピン14で連結しである。押えアーム8
の先部には二二ノ(−サルジヨイント15を介して脚体
16が連結してめり、脚体;6は前記ガイドブロック5
のガイド孔17を貫通していて脚体I6の下端部にはス
トッパIBが取付けてるる。An actuating cylinder 11 is attached to the hull 1 by a pin 2, and a rond I3 of the actuating cylinder 11 is connected to an intermediate portion of the presser arm ε by a pin 14. Presser arm 8
A leg body 16 is connected to the tip of the guide block 5 through a joint 15.
A stopper IB is attached to the lower end of the leg I6 passing through the guide hole 17 of the leg I6.
作業台3の上面の前、後側には掘削裂創4としての掘削
機19が載せておる0
作業台3の中央部には土留枠昇降用孔4が形成してあり
、土留枠昇降用孔4には土留枠20が昇降可能に設けて
るる。土留枠20は上端部の四隅には連結用ブラケット
21が固設してあり。An excavator 19 as an excavation crack 4 is mounted on the front and rear sides of the upper surface of the workbench 3.A hole 4 for raising and lowering the earth retaining frame is formed in the center of the work table 3; 4 is equipped with a retaining frame 20 that can be raised and lowered. The retaining frame 20 has connection brackets 21 fixedly installed at the four corners of the upper end.
土留枠20の下端縁部はカッティングエツジ22になさ
れている。土留枠20は作業台3に設けた土留枠昇降装
置23によって昇降されるものでめる◇
この土留枠昇降装置23はシリンダ本体が互に連結され
た上、下側シリンダ26.27を備えており、上側シリ
ンダ260ロンド28は前記土留枠20の連結用ブラケ
ット21にピン29で連結してあり、下側シリンダ27
のロンド30は作業台3の底部の連結用ブラケット31
にピン32で連結してめる0
なお1図面中33は操作室、34は油圧ユニット、35
は発電機、36は給排水装置Cの水ポンプ& 37は操
船ウィンチである。A cutting edge 22 is formed at the lower edge of the retaining frame 20. The retaining frame 20 is lifted and lowered by a retaining frame lifting device 23 provided on the workbench 3. This retaining frame lifting device 23 has upper and lower cylinders 26 and 27 whose cylinder bodies are connected to each other. The upper cylinder 260 Rondo 28 is connected to the connecting bracket 21 of the retaining frame 20 with a pin 29, and the lower cylinder 27
The rond 30 is a connecting bracket 31 at the bottom of the workbench 3.
Connect with pin 32 to
is a generator, 36 is a water pump of water supply and drainage system C, and 37 is a ship steering winch.
次に1作動を説明するO
掘削を開始する場合は掘削位負に水中掘削装置をセット
する。このセツティングは操船ウィンチ37により別場
所に設けたアンカーからのワイヤを捲き込み、ワイヤの
引張力により行う。Next, 1 operation will be explained.O To start excavation, set the underwater excavation device to the negative digging position. This setting is carried out by winding in a wire from an anchor provided elsewhere using the ship steering winch 37, and using the tensile force of the wire.
位置決めが終了すると作業台昇降保持装置6の作動シリ
ンダ11を縮めて押えアーム8を下降させて脚体16を
下降し、この脚体16のストッパ18を水底G、Lに接
地する。このとき。When the positioning is completed, the actuating cylinder 11 of the work platform lifting/lowering holding device 6 is retracted, the presser arm 8 is lowered, the legs 16 are lowered, and the stoppers 18 of the legs 16 are brought into contact with the bottom G and L of the water. At this time.
作業台3内に水ポンプ36によって水が入れられて作業
台3は沈下すると共に押えアーム8が作業台3を上から
押えつけるために作業台3は下降し、水底G、Lに接地
する。作業台3が水底G、Lに接地した状態で作動シリ
ンダ11を固定し、押えアーム8で作業台3を固定する
。Water is poured into the workbench 3 by the water pump 36, causing the workbench 3 to sink, and the presser arm 8 presses down the workbench 3 from above, causing the workbench 3 to descend and land on the water bottoms G and L. The operating cylinder 11 is fixed with the work table 3 in contact with the water bottom G and L, and the work table 3 is fixed with the presser arm 8.
次に土留枠昇降装W23の上、下側シリンダ26.27
を縮小作動して土留枠20を下降し水底G、Lの地盤に
土留枠20の下部を押し込む0
この土留枠20の押し込み時、押えアーム8が作業台3
を固定しているために土留枠20には作業台3のみなら
ず船体1のN量が加わることになってその押し込みが容
易に行われる。Next, the upper and lower cylinders 26 and 27 of the retaining frame lifting device W23
The earth retaining frame 20 is lowered by reducing the earth retaining frame 20, and the lower part of the earth retaining frame 20 is pushed into the ground at the water bottom G and L. 0 When the earth retaining frame 20 is pushed in, the presser arm 8 is moved to the work platform 3.
Since it is fixed, the amount of N from not only the workbench 3 but also the hull 1 is applied to the retaining frame 20, and the pushing is easily performed.
土留枠20の押込深さは掘削深さB十根切り深さhであ
る。The pushing depth of the retaining frame 20 is the excavation depth B and the ten root cutting depth h.
土留枠20が所定の深さまで押し込まれたら。When the retaining frame 20 is pushed to a predetermined depth.
土留枠20内の水を水ボンダ36によって排除する。Water in the retaining frame 20 is removed by a water bonder 36.
次に掘削機I9を稼動してパケット38で掘削深さHま
で掘削する〇
この掘削が終了すると再度水ポンプ36を使用して河水
をくみ上けて土留枠20内に河水面W、Lと同じ高さま
で注水する◇
次に土留枠昇降装f!123の上、下側シリンダ26.
27を伸長作動して土留枠20を上昇し、作業台昇降保
持装置6の作動シリンダ11を伸長作動して押え了−ム
8を上昇させ1脚体16を上昇しストッパ18でガイド
ブロック5を持ち上げ作業台3を上昇させる。このとき
作業台3内の水は排出される。Next, the excavator I9 is operated and the packet 38 is used to excavate to the excavation depth H. When this excavation is completed, the water pump 36 is used again to pump up the river water and the river water level W, L is created in the retaining frame 20. Pour water to the same height ◇ Next, lift the retaining frame f! 123 upper and lower cylinders 26.
27 is extended to raise the retaining frame 20, and the operating cylinder 11 of the work platform lifting/lowering holding device 6 is extended to raise the presser arm 8, the one-leg body 16 is raised, and the stopper 18 is used to raise the guide block 5. Raise the lifting work platform 3. At this time, the water in the workbench 3 is drained.
軟弱地盤掘削の場合、土留枠20を所定の深さ壕で挿入
し水を抜いた後、安定処理剤を投入し掘削機19のパケ
ット38により攪拌して地盤改良した後掘削すれば水の
にこりおよび掘削土の脱水処理、運搬等が容易となる。In the case of excavating soft ground, the earth retaining frame 20 is inserted in a trench at a predetermined depth and the water is drained, then a stabilizing agent is added and stirred by the packet 38 of the excavator 19 to improve the ground and then excavation is performed to eliminate the water. This also makes it easier to dewater and transport excavated soil.
なお、土留枠20の形状は四角形に限らす多角形1円形
でめっでもよいし、土留枠20は1個に限らず作業台3
に複数個装備するようにしてもよい。Note that the shape of the earth retaining frame 20 is limited to a rectangular shape, but may be a polygon with one circular shape, and the number of earth retaining frames 20 is not limited to one piece, but can be placed on the workbench 3.
You may equip more than one.
本発明は以上詳述したように、船体1の中央部に礼状部
2を設け、この礼状部2内に作業台3を昇降可能に設け
1作業台3に土留枠昇降用孔4を設けると共に土留枠昇
降用孔4内に土留枠20を昇降可能に設け、船体1に作
業台3の昇降動を操作する作業台昇降保持装置6を設け
。As described in detail above, the present invention provides a thank-you note part 2 in the center of the hull 1, a workbench 3 is provided in the thank-you note part 2 so as to be movable up and down, and a hole 4 for raising and lowering the retaining frame is provided in the workbench 3. A retaining frame 20 is provided in the retaining frame lifting hole 4 so as to be movable up and down, and a work platform lifting/lowering holding device 6 for operating the lifting/lowering movement of the work platform 3 is provided in the hull 1.
作業台3に土留枠20の昇降動を操作し且つ土留枠20
を下降して土留枠20の下部を水底地盤に押し込む土留
枠昇降装置23を設け1作業台3に掘削装置&lを設け
ると共に船体1に給排水装置Cを設けたことを4ケ徴と
する水底掘削装置である。Operate the lifting and lowering movement of the earth retaining frame 20 on the workbench 3, and
Underwater excavation with four features: a retaining frame lifting device 23 that lowers the retaining frame 20 and pushes the lower part of the retaining frame 20 into the underwater ground; an excavation device &l is installed on one workbench 3; and a water supply and drainage system C is installed on the hull 1. It is a device.
したがって1作業台昇降保持装置Cの作動で作業台3を
下降しこの作業台3を水底に設置し、土留枠昇降装置2
3を作動して土留枠20を下降しこの土留枠20の下部
を水底地盤に押し込み、給排水装置Cによって土留枠2
0内の水を排除し掘削装置lによって水底地盤を掘削す
ることができる。そしてこの水底地盤の掘削は水と隔絶
した状態で行うことになるために河川を汚濁することが
なく、また掘削後の土砂の脱水処理が不用になって脱水
処理設備をなくすことができて経済的になる。Therefore, the work platform 3 is lowered by the operation of the work platform 1 lifting/lowering holding device C, and this work platform 3 is installed on the water bottom, and the earth retaining frame lifting device 2
3 to lower the earth retaining frame 20 and push the lower part of the earth retaining frame 20 into the water bottom ground, and the earth retaining frame 2 is lowered by the water supply and drainage device C.
It is possible to remove the water in the water and excavate the underwater ground using the excavator l. Since the excavation of this underwater ground is done in a state isolated from the water, it does not pollute the river, and it is also economical because dewatering of the earth and sand after excavation is not necessary, and dewatering treatment equipment can be eliminated. become a target.
第1図は本発明一実施例の水底掘削装置の平面図、第2
図は同一部断面した側面図、第3図は同一部断面した正
面図、第4図は同掘削作業時の説明図、第5図は掘削作
業時の土留枠の説明図でるる。
1は船体、3は作業台、6は作業台昇降保持装置、20
は土留枠、23は土留枠昇降袋N。
Aは掘削後W1Cは給排水装置。
出願人 建設省中部地方建設局長
小松建設工業株式会社
代理人”弁理士 米 原 正 章
弁理士 浜 本 忠Fig. 1 is a plan view of an underwater excavation device according to an embodiment of the present invention;
The figure is a side view with the same part cut away, FIG. 3 is a front view with the same part cut away, FIG. 4 is an explanatory diagram of the excavation work, and FIG. 5 is an explanatory diagram of the retaining frame during the excavation work. 1 is a hull, 3 is a workbench, 6 is a workbench lifting/lowering holding device, 20
is earth retaining frame, 23 is earth retaining frame lifting bag N. After A is excavated, W1C is the water supply and drainage system. Applicant: Chubu Regional Construction Bureau, Ministry of Construction; Agent: Komatsu Construction Industry Co., Ltd. Patent attorney: Masaaki Yonehara Patent attorney: Tadashi Hamamoto
Claims (1)
業台3を昇降可能に設け1作業台3に土留枠昇降用孔4
を設けると共に土留枠昇降用孔4内に土留枠20を昇降
可能に設け、船体1に作業台3の昇降動を操作する作業
台昇降保持装置6を設け、作業台3に土留枠20の昇降
動を操作し且つ土留枠20を下降して土留枠20の下部
を水底地盤に押し込む土留枠昇降用孔23を設け1作業
台3に掘削装置lを設りると共に船体1に給排水装wC
を設けたことを特徴と1ろ水底掘削装置。A hole-shaped part 2 is provided in the center of the hull 1, and a work platform 3 is provided in the hole-shaped part 2 so as to be movable up and down.
In addition, the earth retaining frame 20 is provided in the earth retaining frame lifting hole 4 so as to be movable up and down, and the hull 1 is provided with a work platform elevating and lowering holding device 6 that operates the lifting and lowering movement of the work platform 3. A hole 23 for raising and lowering the earth retaining frame 20 is provided to operate the movement and lower the earth retaining frame 20 to push the lower part of the earth retaining frame 20 into the water bottom ground.A drilling device l is installed on the work platform 3, and a water supply and drainage system wC is installed on the hull 1.
1. It is characterized by having a bottom drilling device.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24475683A JPS60138128A (en) | 1983-12-27 | 1983-12-27 | Excavator for bottom of water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24475683A JPS60138128A (en) | 1983-12-27 | 1983-12-27 | Excavator for bottom of water |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS60138128A true JPS60138128A (en) | 1985-07-22 |
Family
ID=17123427
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24475683A Pending JPS60138128A (en) | 1983-12-27 | 1983-12-27 | Excavator for bottom of water |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60138128A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104314121A (en) * | 2014-10-11 | 2015-01-28 | 钟景尧 | Pore forming machine with symmetrical rotating wheels for geotechnical engineering |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5858340A (en) * | 1981-10-03 | 1983-04-06 | Tomio Suzuki | Dredging for lake, marsh, etc. |
-
1983
- 1983-12-27 JP JP24475683A patent/JPS60138128A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5858340A (en) * | 1981-10-03 | 1983-04-06 | Tomio Suzuki | Dredging for lake, marsh, etc. |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104314121A (en) * | 2014-10-11 | 2015-01-28 | 钟景尧 | Pore forming machine with symmetrical rotating wheels for geotechnical engineering |
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