JPS6131080Y2 - - Google Patents

Info

Publication number
JPS6131080Y2
JPS6131080Y2 JP5701481U JP5701481U JPS6131080Y2 JP S6131080 Y2 JPS6131080 Y2 JP S6131080Y2 JP 5701481 U JP5701481 U JP 5701481U JP 5701481 U JP5701481 U JP 5701481U JP S6131080 Y2 JPS6131080 Y2 JP S6131080Y2
Authority
JP
Japan
Prior art keywords
cutter
movable part
fixed plate
soil
present
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
JP5701481U
Other languages
Japanese (ja)
Other versions
JPS57174568U (en
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 filed Critical
Priority to JP5701481U priority Critical patent/JPS6131080Y2/ja
Publication of JPS57174568U publication Critical patent/JPS57174568U/ja
Application granted granted Critical
Publication of JPS6131080Y2 publication Critical patent/JPS6131080Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 従来、ポンプ式浚渫船を用いる浚渫工事におい
て浚渫を行う土砂層厚が大きい場合には、原地盤
の崩れ込み及びカツター掘削時に起こる後方への
土砂の飛散により、掘削した土砂がカツター後方
へ、すなわち吸込口の後方に堆積し浚渫能率が低
下する傾向がある。
[Detailed description of the invention] Conventionally, in dredging work using a pump-type dredger, when the thickness of the soil layer to be dredged is large, the excavated soil is damaged due to collapse of the original ground and scattering of the soil backward during excavation with a cutter. tends to accumulate behind the cutter, that is, behind the suction port, reducing dredging efficiency.

本考案は以上の欠点を解消し吸残し土砂の量を
少なくし、効率よく浚渫作業が行える装置を提供
するものである。
The present invention solves the above-mentioned drawbacks, reduces the amount of unabsorbed soil, and provides a device that can perform dredging work efficiently.

本考案のポンプ式浚渫船の土砂流出防止装置付
きカツターは、設定負荷により伸縮自在な可動部
分をその側方に有する、カツター外径より大きい
固定板をカツター後方に設けたことを特徴とす
る。
The cutter with the earth and sand outflow prevention device for a pump dredger of the present invention is characterized in that a fixed plate larger than the outer diameter of the cutter is provided at the rear of the cutter, and has a movable part on its side that can be expanded and contracted according to a set load.

以下図面によつて従来及び本考案装置の実施例
を説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Examples of the conventional apparatus and the apparatus of the present invention will be described below with reference to the drawings.

第1図によつてまず従来のポンプ式浚渫船の浚
渫状態の概要を説明する。
First, an outline of the dredging state of a conventional pump type dredger will be explained with reference to FIG.

従来においては浚渫土厚を大きく取ると原地盤
1の崩れ込みによりカツター4、吸込口6及びラ
ダー3の先端部が斜線部に示す崩れ込み土砂2で
覆われ、崩れ込み土砂2が吸込口6より後方へ流
れ落ちる状態となる。この傾向はカツター4の回
転により更に著しくなり吸残し土砂が発生する。
尚5はカツターの回転軸を示す。
Conventionally, when the thickness of the dredged soil is large, the tip of the cutter 4, suction port 6, and ladder 3 are covered with collapsed soil 2 shown in the shaded area due to the collapse of the original ground 1, and the collapsed soil 2 is covered with the collapsed soil 2 shown in the shaded area. It will flow further backwards. This tendency becomes more pronounced as the cutter 4 rotates, and unabsorbed dirt is generated.
Note that 5 indicates the rotation axis of the cutter.

本考案においてはこのような欠点を除くため第
2図,第3図に示すようにラダー3の先端にラダ
ー3の軸方向と直角に延びる、カツター4より大
径の固定板7を設ける。この固定板7の上下左右
には夫々水平に延びるガイドレール9を設け、こ
の固定板7の左右の可動部分8が夫々ガイドロー
ラー10を介してガイドレール9に支えられ水平
方向にスライド可動ならしめる。
In the present invention, in order to eliminate such drawbacks, as shown in FIGS. 2 and 3, a fixing plate 7 is provided at the tip of the ladder 3, extending perpendicularly to the axial direction of the ladder 3 and having a larger diameter than the cutter 4. Guide rails 9 extending horizontally are provided on the upper, lower, left and right sides of the fixed plate 7, and the left and right movable parts 8 of the fixed plate 7 are supported by the guide rails 9 via guide rollers 10, respectively, and are slidable in the horizontal direction. .

又固定板7と可動部分8との間を第4図に示す
ように気体13を液体14の上部に封入したアキ
ユームレーター12へ導管15を経由して連通し
ている液体シリンダー11のシリンダー本体とピ
ストンロツドによつて連結する。なおアキユーム
レーター12はラダー3上または浚渫船内に設置
する。
Also, as shown in FIG. 4, the cylinder body of the liquid cylinder 11 communicates between the fixed plate 7 and the movable part 8 via a conduit 15 to an accumulator 12 in which a gas 13 is sealed in the upper part of the liquid 14. and are connected by a piston rod. The accumulator 12 is installed on the rudder 3 or inside the dredger.

本考案装置は上記のような構成であるからラダ
ー3を左スイング及び右スイングと交互に繰り返
して浚渫土厚を大きく取り浚渫する場合、液体シ
リンダー11により固定板7の左右両端に最大限
に拡げられた可動部分8を有する固定板7によ
り、原地盤1の崩れ込み及びカツター掘削による
後方へ飛散する土砂流が受け止められ、固定板7
と可動部分8の前面に堆積した土砂は効率良くカ
ツター4により吸込口6に導かれる。
Since the device of the present invention has the above-described configuration, when dredging is performed by repeatedly swinging the rudder 3 alternately to the left and right to increase the thickness of the dredged soil, the liquid cylinder 11 spreads the liquid to the left and right ends of the fixed plate 7 to the maximum extent possible. The fixed plate 7 having a movable part 8 catches the collapse of the original ground 1 and the flow of debris scattered backward due to cutter excavation, and the fixed plate 7
The earth and sand accumulated on the front surface of the movable part 8 are efficiently guided to the suction port 6 by the cutter 4.

而して本考案によればアキユームレーター12
内の気体の圧力を適正に設定することにより、可
動部分8は所定の荷重以内では変位しないが、左
右スイングの終りつまり寄切時に可動部分8が未
浚渫の原地盤1に接触し過大な荷重が加わつた時
液体シリンダー11が縮み可動部分8がガイドレ
ール9に沿つてラダー3の中心部へ移動しスイン
グの妨げとならず、また可動部分8の損傷も防止
することができる。
According to the present invention, the accumulator 12
By appropriately setting the pressure of the gas inside, the movable part 8 will not be displaced within a predetermined load, but at the end of the left-right swing, that is, at the end of the turn, the movable part 8 will come into contact with the undredged original ground 1 and an excessive load will be applied. When the force is applied, the liquid cylinder 11 contracts and the movable part 8 moves along the guide rail 9 to the center of the rudder 3, so that it does not interfere with the swing and also prevents the movable part 8 from being damaged.

尚第2図,第3図において4aはカツター4の
回転軌跡、第3図において右側は可動部分8が鎖
線の位置から実線の位置に移動した状態を示す。
In FIGS. 2 and 3, reference numeral 4a indicates the rotation locus of the cutter 4, and the right side in FIG. 3 shows a state in which the movable portion 8 has moved from the position indicated by the chain line to the position indicated by the solid line.

又本考案の他の実施例においてはアキユームレ
ーター12と液体シリンダー11を用いる代りに
所望の強さのスプリングを固定板7とその可動部
分8間に介挿しても良いことは勿論である。
It goes without saying that in other embodiments of the present invention, instead of using the accumulator 12 and the liquid cylinder 11, a spring of desired strength may be inserted between the fixed plate 7 and its movable part 8.

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

第1図はポンプ式浚渫船の浚渫状態を示す側面
図、第2図は本考案カツターの側面図、第3図は
第2図の説明用A−A線断面図、第4図は液体シ
リンダーとアキユームレーターの関連を示す説明
図である。 1……原地盤、2……崩れ込み土砂、3……ラ
ダー、4……カツター、5……回転軸、6……吸
込口、7……固定板、8……可動部分、9……ガ
イドレール、10……ガイドローラー、11……
液体シリンダー、12……アキユームレーター、
13……気体、14……液体、15……導管。
Fig. 1 is a side view showing the dredging state of the pump dredger, Fig. 2 is a side view of the cutter of the present invention, Fig. 3 is a sectional view taken along the line A-A of Fig. 2, and Fig. 4 is the liquid cylinder and the cutter of the present invention. FIG. 2 is an explanatory diagram showing the relationship between accumulators. 1... Original ground, 2... Collapsed earth and sand, 3... Ladder, 4... Cutter, 5... Rotating shaft, 6... Suction port, 7... Fixed plate, 8... Movable part, 9... Guide rail, 10... Guide roller, 11...
Liquid cylinder, 12...accumulator,
13...Gas, 14...Liquid, 15...Conduit.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 設定負荷により伸縮自在な可動部分をその側方
に有する、カツター外径より大きい固定板をカツ
ター後方に設けたことを特徴とするポンプ式浚渫
船の土砂流出防止装置付きカツター。
A cutter with a sediment outflow prevention device for a pump-type dredger, characterized in that a fixed plate larger than the outer diameter of the cutter is provided at the rear of the cutter and has a movable part on its side that can be expanded and contracted according to a set load.
JP5701481U 1981-04-22 1981-04-22 Expired JPS6131080Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5701481U JPS6131080Y2 (en) 1981-04-22 1981-04-22

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5701481U JPS6131080Y2 (en) 1981-04-22 1981-04-22

Publications (2)

Publication Number Publication Date
JPS57174568U JPS57174568U (en) 1982-11-04
JPS6131080Y2 true JPS6131080Y2 (en) 1986-09-10

Family

ID=29853499

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5701481U Expired JPS6131080Y2 (en) 1981-04-22 1981-04-22

Country Status (1)

Country Link
JP (1) JPS6131080Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2558675Y2 (en) * 1991-07-12 1997-12-24 ランデス株式会社 Road crossing ditch block
NL2018916B1 (en) * 2017-05-15 2018-11-23 Ihc Holland Ie Bv Cutter head with skirt

Also Published As

Publication number Publication date
JPS57174568U (en) 1982-11-04

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