JPS61122333A - Excavating device - Google Patents

Excavating device

Info

Publication number
JPS61122333A
JPS61122333A JP24122884A JP24122884A JPS61122333A JP S61122333 A JPS61122333 A JP S61122333A JP 24122884 A JP24122884 A JP 24122884A JP 24122884 A JP24122884 A JP 24122884A JP S61122333 A JPS61122333 A JP S61122333A
Authority
JP
Japan
Prior art keywords
excavator
suction
pipe
excavation
nozzles
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
Application number
JP24122884A
Other languages
Japanese (ja)
Inventor
Tomoe Suzuki
鈴木 友衛
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP24122884A priority Critical patent/JPS61122333A/en
Publication of JPS61122333A publication Critical patent/JPS61122333A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92Digging elements, e.g. suction heads
    • E02F3/9243Passive suction heads with no mechanical cutting means
    • E02F3/925Passive suction heads with no mechanical cutting means with jets

Abstract

PURPOSE:To perform excavation over a wide range, by a method wherein plural injection nozzles for carrying excavated soil by a flow are located to the inner peripheral wall of a connection between a suction pipe and a delivery pipe and nozzles for excavation are installed to the outer peripheral wall of the suction pipe to form an excavator, and the excavator is elevatably suspended from a ship. CONSTITUTION:Plural injection nozzles 3 for suction are aligned along the peripheral direction of the inner peripheral wall of a connection between a suction pipe 1 and a delivery pipe 2, injection is effected in a direction of suction, and plural injection nozzles 4 for excavation are arranged along the peripheral direction of the outer peripheral wall of the suction pipe 1 to form an excavator. Water is fed to the nozzles 4 through an introduction passage 14 and driving fluid and the air to the nozzles 3 through a delivery pipe 12 and an air pipe 13. Further, an excavator A is elevatably hung down from a crane on an excavating ship D, a flexible pipe 6 is connected to the delivery pipe 2 of the excavator A, and excavated soil is carried by a flow. This enables to perform excavation over a wide range.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、ジェット流を利用して海底を掘削すると共に
海底の砂等を船内に採取する掘削装置に関するものであ
る。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a drilling device that uses a jet stream to excavate the seabed and collect sand and the like from the seabed into a ship.

(従来の技術) 従来、海底を掘削する場合には、例えばパワーショベル
等を用いて行われているが、かかる従来の方法では掘削
位置をかえるのに浚渫船を一々移動させなければならず
、また掘削深さの調整も面倒であるという問題が合った
(Prior Art) Conventionally, when excavating the seabed, it has been carried out using, for example, a power shovel. However, in such conventional methods, the dredger must be moved one by one to change the excavation position, and This solved the problem that adjusting the excavation depth was troublesome.

(発明が解決しようとする問題点) 本発明は、上記の点に鑑みてなされたものであって、そ
の目的とするところは掘削船を移動させずに広範囲での
掘削ができ、しかも掘削深さの調整も容易な掘削装置を
提供するにある。
(Problems to be Solved by the Invention) The present invention has been made in view of the above points, and its purpose is to be able to excavate over a wide range without moving the drilling ship, and to be able to excavate at a deep depth. Adjustments are also made to provide an easy drilling rig.

(問題点を解決するための手段) 本発明は、吸引管lと吐出管2との接続部の内周壁に周
方向に沿って吸引用噴射ノズル    3を複数個配し
、吸引方向とは逆方向に噴射する掘削用噴射ノズル4を
吸引管1の吸引口5の外周に複数個配して掘削機Aを構
成し、この掘削機Aを掘削船りのクレーンEに昇降自在
に吊り下げ、可撓性を有する搬送管6の一端を掘削機A
の吐出管2に接続すると共に、搬送管6の他端を船り内
に開口することを特徴とする掘削装置を要旨とするもの
である(作用) 本発明は、吸引用噴射ノズルと掘削用噴射ノズルとを有
する掘削機を使うことにより、掘削船を移動させずに広
い範囲で掘削でき、しかも掘削深さの調整も容易にでき
るものである。
(Means for Solving the Problems) The present invention includes a plurality of suction injection nozzles 3 disposed along the circumferential direction on the inner circumferential wall of the connecting portion between the suction pipe 1 and the discharge pipe 2, and the suction injection nozzles 3 are arranged in a direction opposite to the suction direction. An excavator A is configured by disposing a plurality of drilling injection nozzles 4 that eject in the same direction around the outer circumference of the suction port 5 of the suction pipe 1, and this excavator A is suspended from a crane E of a drilling boat so that it can be raised and lowered. One end of the flexible conveyor pipe 6 is connected to the excavator A.
The gist of the present invention is an excavation device characterized in that it is connected to a discharge pipe 2 of By using an excavator equipped with an injection nozzle, it is possible to excavate in a wide range without moving the excavator, and the excavation depth can be easily adjusted.

(実施例) 以下、本発明を図示の実施例に基づいて詳述する。(Example) Hereinafter, the present invention will be explained in detail based on illustrated embodiments.

掘削機Aは、第2図に示すように吸引管1と吐出管2と
の接続部の内周壁に周方向に沿って吸引用噴射ノズル3
を複数個配し、吸引方向とは逆方向に噴射する掘削用噴
射ノズル4を吸引管1の吸引口5の外周に複数個配しゝ
       て構成されている。吸引管1と吐出管2
との接続部には、吸引管1に向けてラッパ状に拡がった
噴射室8.9を形成しである。これら噴射室8.9の吸
引管lがわには環状の流体導入路10.11を各々設け
ている。流体導入路10.11には、駆動流体イを噴射
する吸引用噴射ノズル3aと揚水用の空気口を噴射する
ための吸引用噴射ノズル3bとを形成している。12は
デリベリ管であり、13はエアー管である。掘削用噴射
ノズル4は流体導入路11の直ぐ下に並設された流体導
入路14から下方に向けて突出してあり、掘削用噴射ノ
ズル4の先端は吸引口5の外周に位置させている。
As shown in FIG. 2, the excavator A has a suction injection nozzle 3 along the circumferential direction on the inner circumferential wall of the connection part between the suction pipe 1 and the discharge pipe 2.
A plurality of excavating injection nozzles 4 are arranged around the outer periphery of the suction port 5 of the suction pipe 1, and a plurality of excavation injection nozzles 4 that eject in the opposite direction to the suction direction are arranged. Suction pipe 1 and discharge pipe 2
An injection chamber 8.9 is formed at the connection part with the suction tube 1, and the injection chamber 8.9 expands in a trumpet shape toward the suction pipe 1. Annular fluid introduction passages 10.11 are provided on each side of the suction pipes of these injection chambers 8.9. The fluid introduction path 10.11 is formed with a suction injection nozzle 3a for ejecting the driving fluid A and a suction injection nozzle 3b for ejecting an air port for pumping water. 12 is a delivery tube, and 13 is an air tube. The excavation injection nozzle 4 projects downward from a fluid introduction path 14 arranged in parallel immediately below the fluid introduction path 11, and the tip of the excavation injection nozzle 4 is located on the outer periphery of the suction port 5.

しかして第3図のように掘削用噴射ノズル4から掘削ジ
ェット水ハが噴射されて海底Bの土砂等の掘削をし、ま
たそれと共に吸引用噴射ノズル3から駆動流体イ及び揚
水空気口が噴射されて吸引口5から掘削物Cを吸引して
、可撓性を有する搬送管6にて船り内に回収することが
できる。
As shown in Fig. 3, the drilling jet water C is injected from the drilling injection nozzle 4 to excavate the earth and sand on the seabed B, and at the same time, the driving fluid A and the pumping air port are injected from the suction injection nozzle 3. The excavated material C can be sucked through the suction port 5 and recovered into the boat using a flexible conveying pipe 6.

第2図は掘削機Aの他の実施例を示してあって、吸引用
噴射ノズル3bを噴射室9に収めずに上記接続部の内壁
に直接形成している第4図は船りに装備された掘削機構
の全体図を示している。掘削物Cを回収は、駆動流体イ
となる海水を水中ポンプ15にて汲み上げてポンプ16
にて掘削機Aに圧送し、またコンプレッサー25にて掘
削機Aに圧縮空気を供給するようにしている。17はエ
ンジン、18は発電機、19はサクション管、20はキ
ャップタイヤ、21は吊り下げ用ワイヤーである。海底
りの掘削は、水中ポンプ22にて海水を汲み上げてポン
プ23にて圧送して掘削用噴射ノズル4から噴射するよ
うにしている。24はモーターである。
Fig. 2 shows another embodiment of the excavator A, in which the suction injection nozzle 3b is not housed in the injection chamber 9 but is formed directly on the inner wall of the connection part. Fig. 4 shows the equipment installed on a boat. The overall diagram of the excavation mechanism is shown. To recover the excavated material C, seawater, which serves as the driving fluid A, is pumped up by the submersible pump 15 and pumped into the pump 16.
The compressed air is supplied to the excavator A by a compressor 25, and the compressed air is supplied to the excavator A by a compressor 25. 17 is an engine, 18 is a generator, 19 is a suction pipe, 20 is a cap tire, and 21 is a hanging wire. When excavating the seabed, seawater is pumped up by a submersible pump 22, pumped by a pump 23, and then injected from an excavation injection nozzle 4. 24 is a motor.

尚、本発明の掘削手段は掘削ジェット水で行うが、海底
が岩盤等硬い場合には掘削刃を先端に取り付けて掘削刃
の回転によって掘削しても良い。
Note that the excavation means of the present invention is carried out using excavation jet water, but if the seabed is hard such as rock, an excavation blade may be attached to the tip and excavation may be performed by rotation of the excavation blade.

第5図は船りのクレーンEに掘削装置Aを吊り下げて水
深に応じて掘削装置Aの吸引口5を常に海底に近接する
ようにした実施例を示している。
FIG. 5 shows an embodiment in which a drilling rig A is suspended from a crane E on a boat so that the suction port 5 of the drilling rig A is always brought close to the seabed depending on the water depth.

(効果) 本発明は、上述のように吸引管と吐出管との接続部の内
周壁に周方向に沿って吸引用噴射ノズルを複数個配し、
吸引方向とは逆方向に噴射する掘削用噴射ノズルを吸引
管の吸引口の外周に複数個配して掘削機を構成し、この
掘削機を掘削船のクレーンに昇降自在に吊り下げ、可撓
性を有する搬送管の一端を掘削機の吐出管に接続すると
共に、搬送管の他端を船内に開口したので、クレーンに
て掘削機の水平及び上下移動が可能になり、したがって
掘削船を移動させずに広範囲での掘削ができ、しかも掘
削深さの調整も容易になるという効果を奏する。
(Effects) As described above, the present invention arranges a plurality of suction injection nozzles along the circumferential direction on the inner peripheral wall of the connection part between the suction pipe and the discharge pipe,
An excavator is constructed by arranging a plurality of drilling injection nozzles that eject in the opposite direction to the suction direction around the suction port of the suction pipe, and this excavator is suspended from the crane of the excavation ship so that it can be raised and lowered, making it flexible. One end of the conveying pipe with the characteristics of the excavator is connected to the discharge pipe of the excavator, and the other end of the conveying pipe is opened inside the ship, making it possible to move the excavator horizontally and vertically using a crane, and thus move the excavator. This has the effect that excavation can be carried out over a wide range without causing any damage, and the excavation depth can also be easily adjusted.

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

第1図(a) (b)は本発明の掘削機の実施例を示す
縦断面図及び底面図、第2図は本発明の掘削機の他の実
施例を示す縦断面図、第3図は掘削機を用いた掘削作業
を示す概略図、第4図は掘削装置を示す概略図、第5図
は掘削機を用いた掘削作業を示す概略図である。 1−m−吸引管、2・−吐出管、3・−吸引用噴射ノズ
ル、4−・掘削用噴射ノズル、5・−吸引口、6−搬送
管、A・・−掘削機、D−掘削船、E−・クレーン
Figures 1 (a) and (b) are a vertical sectional view and a bottom view showing an embodiment of the excavator of the present invention, Figure 2 is a longitudinal sectional view showing another embodiment of the excavator of the present invention, and Figure 3 is a vertical sectional view showing another embodiment of the excavator of the present invention. 4 is a schematic diagram showing the excavation work using the excavator, FIG. 4 is a schematic diagram showing the excavation device, and FIG. 5 is a schematic diagram showing the excavation work using the excavator. 1-m-suction pipe, 2--discharge pipe, 3--injection nozzle for suction, 4--injection nozzle for excavation, 5--suction port, 6-transport pipe, A...-excavator, D-excavation ship, e-crane

Claims (1)

【特許請求の範囲】[Claims] (1)吸引管と吐出管との接続部の内周壁に周方向に吸
引用噴射ノズルを複数個配し、吸引方向とは逆方向に噴
射する掘削用噴射ノズルを吸引管の外周に複数個配して
掘削機を構成し、この掘削機を掘削船のクレーンに昇降
自在に吊り下げ、可撓性を有する搬送管の一端を掘削機
の吐出管に接続すると共に、搬送管の他端を船内に開口
することを特徴とする掘削装置。
(1) A plurality of suction injection nozzles are arranged circumferentially on the inner peripheral wall of the connection part between the suction pipe and the discharge pipe, and a plurality of excavation injection nozzles that eject in the opposite direction to the suction direction are arranged on the outer periphery of the suction pipe. This excavator is suspended from the crane of the excavation ship so that it can be raised and lowered freely, and one end of the flexible conveyor pipe is connected to the discharge pipe of the excavator, and the other end of the conveyor pipe is connected to the discharge pipe of the excavator. A drilling rig characterized by an opening inside a ship.
JP24122884A 1984-11-15 1984-11-15 Excavating device Pending JPS61122333A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24122884A JPS61122333A (en) 1984-11-15 1984-11-15 Excavating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24122884A JPS61122333A (en) 1984-11-15 1984-11-15 Excavating device

Publications (1)

Publication Number Publication Date
JPS61122333A true JPS61122333A (en) 1986-06-10

Family

ID=17071105

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24122884A Pending JPS61122333A (en) 1984-11-15 1984-11-15 Excavating device

Country Status (1)

Country Link
JP (1) JPS61122333A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06346570A (en) * 1993-06-10 1994-12-20 Isamu Yoshida Log wall constituent member
KR100365260B1 (en) * 2000-12-12 2002-12-18 김응천 A pulling up method of sunken body under the sea , and the pulling up apparatus thereof
JP2003529689A (en) * 2000-04-05 2003-10-07 ゲーテーオー−サブシー・アーエス Underwater dredging method and apparatus
KR100808243B1 (en) 2006-10-24 2008-02-29 박중민 Dredging apparatus
JP2011163005A (en) * 2010-02-10 2011-08-25 Flowtechno Corp Construction method and equipment for excavating and removing accumulated mud
SE1751371A1 (en) * 2017-11-06 2019-05-07 Sea Craft Support Jerry Edvardsson Method of covering a wreck on a bottom surface

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06346570A (en) * 1993-06-10 1994-12-20 Isamu Yoshida Log wall constituent member
JP2003529689A (en) * 2000-04-05 2003-10-07 ゲーテーオー−サブシー・アーエス Underwater dredging method and apparatus
KR100365260B1 (en) * 2000-12-12 2002-12-18 김응천 A pulling up method of sunken body under the sea , and the pulling up apparatus thereof
KR100808243B1 (en) 2006-10-24 2008-02-29 박중민 Dredging apparatus
JP2011163005A (en) * 2010-02-10 2011-08-25 Flowtechno Corp Construction method and equipment for excavating and removing accumulated mud
SE1751371A1 (en) * 2017-11-06 2019-05-07 Sea Craft Support Jerry Edvardsson Method of covering a wreck on a bottom surface

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