JPS59661B2 - dredging equipment - Google Patents

dredging equipment

Info

Publication number
JPS59661B2
JPS59661B2 JP7420678A JP7420678A JPS59661B2 JP S59661 B2 JPS59661 B2 JP S59661B2 JP 7420678 A JP7420678 A JP 7420678A JP 7420678 A JP7420678 A JP 7420678A JP S59661 B2 JPS59661 B2 JP S59661B2
Authority
JP
Japan
Prior art keywords
cutter
rudder
dredging
soil
excavation
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
Application number
JP7420678A
Other languages
Japanese (ja)
Other versions
JPS552129A (en
Inventor
喜人 吉岡
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.)
Mitsui Ocean Development and Engineering Co Ltd
Original Assignee
Mitsui Ocean Development and Engineering 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 Mitsui Ocean Development and Engineering Co Ltd filed Critical Mitsui Ocean Development and Engineering Co Ltd
Priority to JP7420678A priority Critical patent/JPS59661B2/en
Publication of JPS552129A publication Critical patent/JPS552129A/en
Publication of JPS59661B2 publication Critical patent/JPS59661B2/en
Expired legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は硬土盤の起伏及び任意の深度に対応して最適な
カッター姿勢を得させる浚渫装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a dredging device that can obtain an optimal cutter posture in response to the undulations and arbitrary depth of hard soil.

従来軟土盤の浚渫においてカッター、サクション浚渫方
式が多く採用されているが、硬土盤の浚渫に際してはカ
ッターの土盤に対する押付は力を増加させることにより
軟土盤掘削時よりも犬なる掘削力を負担させる必要があ
るが、掘削力の増加に伴い、反力としてカッターの所要
駆動力が増大し、カッターの掘削移動装置およびカッタ
ーを支持するラダーの強度等に格別の配慮を要し、その
ため軟土盤に対する従来のカッター・サクション浚渫方
式では硬土盤掘削時に掘削量を制限して使用せざるを得
す、軟土盤掘削時に比し著しく掘削能率の低下を招来す
るという欠点を有している。
Conventionally, cutter and suction dredging methods have been widely adopted for dredging soft soil, but when dredging hard soil, the force of the cutter's pressure against the soil increases, resulting in more aggressive excavation than when excavating soft soil. However, as the excavation force increases, the required driving force of the cutter increases as a reaction force, and special consideration must be given to the strength of the excavation moving device of the cutter and the ladder that supports the cutter. For this reason, the conventional cutter suction dredging method for soft soil has the disadvantage that the amount of excavation must be limited when excavating hard soil, resulting in a significant drop in excavation efficiency compared to when excavating soft soil. are doing.

本発明はかかる欠点を除去するため互に反対方向に回転
する二つのカッターを配設した複式カッターを採用し、
該複式カッターに最適な浚渫装置を提供するものである
In order to eliminate this drawback, the present invention employs a dual cutter having two cutters that rotate in opposite directions.
The present invention provides a dredging device that is most suitable for the dual cutter.

以下図面について説明すると、 浚渫船Vに俯仰自在にラダー1の後端を枢着点2で枢着
し、ラダー1の先端とバンガー3の上端、バンガー3の
下部とラダーに平行なテンションロッド4の先端、テン
ションロッド4の後端と浚渫船■とを夫々枢着点5,6
,7で枢着し、これらラダー1とバンガー3とテンショ
ンロッド4と浚渫船Vとの夫々の前記四枢着点2,5,
6,7を夫々結ぶ四辺形が平行四辺形となるように各枢
着点間距離を選定し、バンガー3の下端に掘削方向であ
る水平旋回方向へ揺動自在にカッター支持具8を軸9で
枢着し、該支持具8に二つの等しいカッター10、10
’を前記軸9を点対称の中心とした対称位置に回転可能
に配設し、カッター10゜10′のカッターシャツN1
,11’の後端に互に反対方向に回転する駆動装置12
,12’を設け、カッター10、10’の近傍にはサク
ションパイプ13の吸込口14がフレキシブルホースを
介して開口し、浚渫ポンプ(図示せず)等より吸上げ、
排土管15よりスイベル管16を経て所望の場所へ送ら
れる。
To explain the drawings below, the rear end of the rudder 1 is pivoted to the dredger V at the pivot point 2 so that it can be lifted up and down, and the tip of the rudder 1 and the upper end of the banger 3, and the lower part of the banger 3 and the tension rod 4 parallel to the rudder. The tip, the rear end of the tension rod 4, and the dredger ■ are connected to pivot points 5 and 6, respectively.
, 7, and the rudder 1, banger 3, tension rod 4, and dredger V are pivoted at the four pivot points 2, 5,
The distance between the respective pivot points is selected so that the quadrilateral connecting the parts 6 and 7 becomes a parallelogram, and the cutter support 8 is attached to the lower end of the banger 3 with a shaft 9 so as to be swingable in the horizontal turning direction, which is the excavation direction. two equal cutters 10, 10 are pivotally connected to the support 8.
' is rotatably arranged at a symmetrical position about the axis 9, and the cutter shirt N1 of the cutter 10°10'
, 11' have drive devices 12 that rotate in opposite directions.
, 12' are provided, and a suction port 14 of a suction pipe 13 is opened via a flexible hose near the cutters 10, 10', and suction is carried out by a dredging pump (not shown) or the like.
The earth is sent from the earth discharge pipe 15 to a desired location via a swivel pipe 16.

バンガー3はワイヤR等を船上のウィンチ17等で操作
することによって上下方向に移動し得るものであり、浚
渫船Vは浚渫土盤に立設したスパッド18を中心にして
回動しつつラダー1を水平旋回させ、ラダー先端のカッ
ター10、10’により円周方向に掘削作業を行う。
The banger 3 can be moved up and down by operating the wire R etc. with a winch 17 etc. on the ship, and the dredger V moves the rudder 1 while rotating around a spud 18 set up on the dredging soil. It is rotated horizontally and excavation work is performed in the circumferential direction using cutters 10 and 10' at the tip of the ladder.

又テンションロッド4の後部にはシリンダ装置19が挿
入されテンションロッド4の長さを微調整し得るが、通
常の硬土盤掘削時にはシリンダを中立位置に保持しラダ
ー1とテンションロッド4の長さを等しくするものであ
り、そしてカッター10の交換作業を容易とするために
、あるいは掘削土盤に対する微調整の必要のため等にシ
リンダ装置19を適宜作動させてカッターの傾斜角を変
え得るものである。
A cylinder device 19 is inserted into the rear of the tension rod 4 to finely adjust the length of the tension rod 4. However, during normal hard soil excavation, the cylinder is held in the neutral position and the lengths of the rudder 1 and the tension rod 4 are adjusted. The inclination angle of the cutter can be changed by operating the cylinder device 19 as appropriate to facilitate the replacement of the cutter 10 or to make fine adjustments to the excavated soil. be.

カッター10、10’が硬土盤Kを押し付ける力は本装
置の自重に基づいて行い、押し付は力の調整はワイヤR
を操作して本装置の自重をワイヤHに負担させることに
より行う。
The force with which the cutters 10, 10' press against the hard soil platform K is based on the weight of this device, and the pressing force is adjusted using the wire R.
This is done by operating the wire H to bear the weight of the device.

そしてテンションロッド4には張力のみが加わり、ラダ
ー1には圧縮力及び掘削方向に曲げモーメントが加わる
ので、テンションロッド4及びラダー1は前記夫々の荷
重に耐え得る構造とする。
Since only tension is applied to the tension rod 4, and compressive force and bending moment are applied to the rudder 1 in the excavation direction, the tension rod 4 and the rudder 1 are designed to withstand the respective loads.

なお本発明の実施例ではカッターの揺動機構とラダーに
於ける平行リンク機構とを組合せているが、従来のラダ
ーにカッターの前記揺動機構を組合せたものであっても
よい。
In the embodiment of the present invention, the swinging mechanism of the cutter is combined with the parallel link mechanism of the ladder, but the swinging mechanism of the cutter may be combined with a conventional ladder.

本発明は以上のような構成からなり次の効果を有する。The present invention has the above configuration and has the following effects.

(1)従来の浚渫装置では土盤を有効に掘削するカッタ
ーの歯の数は全歯数の一部であった。
(1) In conventional dredging equipment, the number of cutter teeth that effectively excavate the soil was a fraction of the total number of teeth.

これはラダーの傾斜角が浚渫深度により変化するに伴い
、該ラダーに取付けられたカッターの傾斜角が変化する
ため、カッターの歯をカッターシャフトの先端に半球状
に植設せざるを得ない結果である。
This is because the inclination angle of the cutter attached to the rudder changes as the inclination angle of the rudder changes depending on the dredging depth, so the cutter teeth have to be planted in a hemispherical shape at the tip of the cutter shaft. It is.

しかしながら本発明の浚渫装置のハンガー3は、機構学
上ラダー1とテンションロッド4と船体■とで平行うラ
ンク機構を構成し、且つハンガー3に対向するリンクた
る船体は相対的に固定リンクとなるから、ハンガー3は
ラダー1の俯仰角度の如何に拘わらず常に一定の姿勢を
保持し、したがってカッター10、10’の水平面に対
する垂直投影角度は常に一定となり、浚渫深度及び土盤
の起伏に拘わらずカッターは一定角度で土盤に接する。
However, the hanger 3 of the dredging device of the present invention mechanically constitutes a rank mechanism parallel to the rudder 1, the tension rod 4, and the hull (2), and the hull, which is a link facing the hanger 3, is a relatively fixed link. Therefore, the hanger 3 always maintains a constant posture regardless of the elevation angle of the ladder 1, and therefore the vertical projection angle of the cutters 10, 10' with respect to the horizontal plane is always constant, regardless of the dredging depth and the undulation of the soil. The cutter touches the soil at a fixed angle.

このため全ての歯が土盤に有効に接地することができる
カッターを容易に採用し得る効果を有する。
Therefore, it is possible to easily employ a cutter in which all teeth can effectively contact the soil.

即ち図のようにカッターの軸方向断面が台形のカッター
を採用すれば全ての刃が土盤に有効に接地し得るもので
ある。
That is, if a cutter with a trapezoidal cross section in the axial direction is adopted as shown in the figure, all the blades can be effectively grounded on the soil.

(2)本発明のカッター支持具8はハンガー3に枢着さ
れ掘削方向に揺動自在に回動し得るから、土盤の起伏に
做ってカッター支持具が軸9の周りに自由に揺動し、該
支持具に設けられた互に反対方向に回転する二つのカッ
ター10、10’を夫々有効に接地させ、二つのカッタ
ー10゜10′に等しい荷重を分担させ得る。
(2) Since the cutter support 8 of the present invention is pivotally connected to the hanger 3 and can swing freely in the excavation direction, the cutter support 8 can freely swing around the shaft 9 according to the ups and downs of the soil. The two cutters 10, 10' provided on the support and rotating in opposite directions can be effectively grounded, allowing the two cutters 10.degree. and 10' to share an equal load.

即ち一方のカッターにのみより大きな掘削荷重が加わる
と、その反力に基づき該カッターは荷重が小さくなる方
向へ回動し、その結果荷重は両刃ツタ−10、10’に
等しく分担される。
That is, when a larger excavation load is applied to only one cutter, the cutter rotates in a direction in which the load is reduced based on the reaction force, and as a result, the load is equally shared between the double-edged vines 10 and 10'.

両刃ツタ−10,10’に等しい荷重が分担されること
により互に反対方向に回転する両刃ツタ−の掘削反力は
相殺され、アンカー等の掘削移動装置の容量が小さくて
すみ、浚渫装置の操作性、耐久性を向上させる。
By sharing the same load with the double-edged vines 10 and 10', the excavation reaction forces of the double-edged vines rotating in opposite directions are canceled out, and the capacity of excavation moving devices such as anchors can be reduced, reducing the need for dredging equipment. Improves operability and durability.

又両刃ツタ−が共に接地し得るからサクションパイプ1
3の吸込口が最適位置に開口し能率的な浚渫作業を可能
とさせる効果を有する。
Also, since the double-edged vines can both touch the ground, suction pipe 1
The suction port No. 3 opens at the optimum position, which has the effect of enabling efficient dredging work.

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

第1図は本発明の浚渫装置の全体側面図を、第2図はバ
ンガー3付近の要部側面図を、第3図はカッター10,
10’付近の要部正面図をそれぞれ示す説明図である。 1・・・・・・ラダー、2・・・・・・枢着点、3・・
・・・・ハンガー、4・・・・・・テンションロッド、
5〜7・・・・・・枢着点、8・・・・・・カッター支
持具、9・・・・・・軸、10・・・・・・カッター、
11・・・・・・カッターシャフト、12・・・・・・
駆動装置、13・・・・・・サクションパイプ、14・
・・・・・吸込口、15・・・・・・排土管、16・・
・・・・スイベル管、17・・・・・・ウィンチ、18
・・・・・・スパッド、19・・・・・ウリンダ装置。
Fig. 1 is an overall side view of the dredging device of the present invention, Fig. 2 is a side view of the main parts near the banger 3, and Fig. 3 is a cutter 10,
It is explanatory drawing which each shows the front view of the principal part near 10'. 1... Rudder, 2... Pivot point, 3...
...Hanger, 4...Tension rod,
5-7... Pivot point, 8... Cutter support, 9... Shaft, 10... Cutter,
11...Cutter shaft, 12...
Drive device, 13...Suction pipe, 14.
...Suction port, 15...Discharge pipe, 16...
... Swivel tube, 17 ... Winch, 18
...Spud, 19...Ulinda device.

Claims (1)

【特許請求の範囲】[Claims] 1 船体に俯仰自在にラダーを枢着し、該ラダー先端の
バンガーに掘削方向であるラダーの水平旋回方向へ揺動
自在にカッター支持具を枢着し、該カッター支持具の揺
動中心に対する対称位置に互いに反対方向に回転するカ
ッターを並設した浚渫装置。
1. A rudder is pivotally attached to the hull so that it can be lifted up and down, and a cutter support is pivotally attached to the banger at the tip of the rudder so that it can swing freely in the horizontal rotation direction of the rudder, which is the excavation direction, and the cutter support is symmetrical with respect to the center of swing. A dredging device equipped with cutters that rotate in opposite directions at different positions.
JP7420678A 1978-06-21 1978-06-21 dredging equipment Expired JPS59661B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7420678A JPS59661B2 (en) 1978-06-21 1978-06-21 dredging equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7420678A JPS59661B2 (en) 1978-06-21 1978-06-21 dredging equipment

Publications (2)

Publication Number Publication Date
JPS552129A JPS552129A (en) 1980-01-09
JPS59661B2 true JPS59661B2 (en) 1984-01-07

Family

ID=13540471

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7420678A Expired JPS59661B2 (en) 1978-06-21 1978-06-21 dredging equipment

Country Status (1)

Country Link
JP (1) JPS59661B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6260159U (en) * 1985-10-01 1987-04-14
JPS62175849U (en) * 1986-04-30 1987-11-09

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL8403797A (en) * 1984-12-14 1986-07-01 Zanen Verstoep Nv DREDGING VESSEL AND A DOUBLE CUTTING HEAD TO BE DRUGED ABOVE A TRACE TO BE DREDGED, WHICH CAN EXERCISE RESISTANTLY.
US4597201A (en) * 1985-04-08 1986-07-01 Holekamp Malcolm L Angled boom dredge system and cutterhead therefor
KR100729864B1 (en) 2006-05-03 2007-06-21 남선개발 주식회사 Dredger

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6260159U (en) * 1985-10-01 1987-04-14
JPS62175849U (en) * 1986-04-30 1987-11-09

Also Published As

Publication number Publication date
JPS552129A (en) 1980-01-09

Similar Documents

Publication Publication Date Title
US4242816A (en) Dredger having a two-part boom
JPS59661B2 (en) dredging equipment
US4268214A (en) Excavator front end
JP3172668B2 (en) Drilling equipment and excavators
GB2157648A (en) Excavator
JPH0477095B2 (en)
US5934147A (en) Linkage arrangement
JPS63272820A (en) Excavating and transporting vehicle
JP2631942B2 (en) Ultra small turning power shovel
JPS6227211B2 (en)
JP2537686B2 (en) Drilling bucket equipment
JP2765401B2 (en) Underground wall excavator for variable section
JPH04231597A (en) Device made by uniting hydraulic hammer with shovel
JP3169479B2 (en) A work machine that excavates avoiding obstacles
JPH0285423A (en) Working machine link mechanism
JP7362531B2 (en) slot drill machine
JPS6136627Y2 (en)
JPH0449262Y2 (en)
JP4313148B2 (en) Offset working machine and working method
JPH03158597A (en) Tunneling machine
JP2537512Y2 (en) Hydraulic excavator
JPS5824999Y2 (en) power shovel vehicle
JP4002700B2 (en) Backhoe working machine
JP2906734B2 (en) Excavator leader support device
JPH08501848A (en) Link mechanism