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JPS59122638A - Plow type laying machine with high-pressure water being applied - Google Patents

Plow type laying machine with high-pressure water being applied

Info

Publication number
JPS59122638A
JPS59122638A JP57234741A JP23474182A JPS59122638A JP S59122638 A JPS59122638 A JP S59122638A JP 57234741 A JP57234741 A JP 57234741A JP 23474182 A JP23474182 A JP 23474182A JP S59122638 A JPS59122638 A JP S59122638A
Authority
JP
Japan
Prior art keywords
plow
trench
jet
shaped
nozzle
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
JP57234741A
Other languages
Japanese (ja)
Inventor
Kikuo Eguchi
江口 紀久男
Akiyoshi Kanesaku
兼作 明吉
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.)
Sumitomo Electric Industries Ltd
Original Assignee
Sumitomo Electric Industries 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 Sumitomo Electric Industries Ltd filed Critical Sumitomo Electric Industries Ltd
Priority to JP57234741A priority Critical patent/JPS59122638A/en
Publication of JPS59122638A publication Critical patent/JPS59122638A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/106Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using ploughs, coulters, rippers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F5/00Dredgers or soil-shifting machines for special purposes
    • E02F5/02Dredgers or soil-shifting machines for special purposes for digging trenches or ditches
    • E02F5/10Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables
    • E02F5/104Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water
    • E02F5/107Dredgers or soil-shifting machines for special purposes for digging trenches or ditches with arrangements for reinforcing trenches or ditches; with arrangements for making or assembling conduits or for laying conduits or cables for burying conduits or cables in trenches under water using blowing-effect devices, e.g. jets

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Electric Cable Installation (AREA)

Abstract

PURPOSE:To avoid the incongruity of the excavating speed and the towing speed by a method in which a trench is excavated by a plow while jetting water jet stream from an excavating nozzle provided in the bottom of the upper stage plow toward the front of the lower plow. CONSTITUTION:A plow 8 attached to the center of sleighs 7a and 7b is shaped into a box form, the tip of a plow 9 consisting of plural steps 9a, 9b, and 9c, set in the plow 8, is shaped into an acute angle form, and the bottom of the plow 9 is shaped into a horizontal form. The length of the plow 9 is set up such that water jet streams 12a and 12b from jet nozzles 11a and 11b provided inside are jetted to the right front of the plow blades 9a and 9c below one step, and the bottoms 10a and 10b of the upper stage plow blade are formed to be leveled with the upsides 13a and 13c of the basal base of the plow 9 below one step. A cable 4 sent out of a laying ship is buried in a trench 16 excavated in the seabed 18 through the rear of the plow 9 from an inlet 15.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、電カケープル、送水管等の線条体を海底に溝
を掘削しながらこの溝に埋設する高圧水を付加した動式
埋設機の改良に関するものである。
Detailed Description of the Invention (Industrial Field of Application) The present invention provides a dynamic burying machine that uses high-pressure water to bury wire bodies such as power cables and water pipes in trenches while excavating trenches on the seabed. This is related to the improvement of.

(発明の背景) 鋤とジェット水流噴射とを併用した埋設機は、第1図及
び第2図に示すようなものが既に知られている。
(Background of the Invention) Burying machines that use both a plow and a water jet are already known, as shown in FIGS. 1 and 2.

この埋設機は、左右一対の側板1a、1bの空間部分に
、上下に複数枚の平型鋤刃2が一定間隔dを置いて設置
され、この一定間隔dの中央部分に高圧ジェット水噴射
用ノズル3が露出して設けられている。そして線条体4
・を埋設する際は、埋設機5を海上の曳船(図示せず)
で矢印方向にけん引し、ジェット水流と鋤刃で海底に溝
を掘り、その溝内に線条体4・を埋設するのである。
In this burial machine, a plurality of flat plow blades 2 are installed above and below at a constant interval d in the space between a pair of left and right side plates 1a and 1b, and a high-pressure jet water jet is placed in the center of this constant interval d. A nozzle 3 is provided in an exposed manner. and striatum 4
・When burying, the burying machine 5 is moved by a towboat (not shown)
It is towed in the direction of the arrow, a jet stream and a plowshare are used to dig a trench on the seabed, and the filament 4 is buried in the trench.

なお、6ば線条体4・の導入部である。Note that 6 is the introduction part of the striatum 4.

ところで、動式埋設機は、一般にジェット埋設機に比べ
高速でけん引される為、前述のようにノズルが前面に露
出して直接被掘削体に接するijq造であると、ジェッ
ト水流での掘削速度に合せてけん引速度調整ができず、
ジェット水流で掘削ができない前に埋設機自体が前進す
ることが非常に多い。その結果、本来の機能が発揮でき
ず、ジェットノズル3が土砂で詰ったり、破損したりす
るケースがあり本来の目的が達成できない場合がある。
By the way, a mobile burial machine is generally towed at a higher speed than a jet burial machine, so if it is an ijq construction where the nozzle is exposed at the front and directly contacts the excavated object as mentioned above, the excavation speed with the jet water stream will be lower. It is not possible to adjust the towing speed according to the
Quite often, the burial machine itself advances before the water jet can excavate. As a result, the jet nozzle 3 may not be able to perform its original function, and the jet nozzle 3 may be clogged with dirt or damaged, and the original purpose may not be achieved.

また、」―段と下段の鋤刃の間に間隔dがあり、この間
はノズル3のジェット水流で掘削する構造であるから、
ジェット水流で完全に掘削する必要があり、ジェットの
掘削速度より埋設機の前進速度が早い場合、ジェットノ
ズルが破損する恐れがあるし、不完全掘削となる為本来
の掘削抵抗の低減は期待できない。
In addition, there is a gap d between the plow blades of the lower and lower stages, and the structure is such that the jet water flow from the nozzle 3 excavates between these parts.
It is necessary to completely excavate with a jet water stream, and if the forward speed of the burial machine is faster than the excavation speed of the jet, there is a risk that the jet nozzle will be damaged and the original excavation resistance will not be reduced as the excavation will be incomplete. .

更に、掘削ノズル3は側板1a、113間の中央におい
て、」1下に1列に配置された構造であるから、溝幅が
狭くなる恐れがある線種々の問題点があった。
Further, since the excavating nozzles 3 are arranged in a row below the groove 1 in the center between the side plates 1a and 113, there are various problems in that the groove width may be narrowed.

本発明は、前述の問題点を改善するためになされたもの
である。
The present invention has been made to improve the above-mentioned problems.

(発明の構成) 本発明を第3図〜第5図の実施例について説明する。第
3図は側面図、第4・図は第3図のa  a’断面図、
第5図は鋤刃の底面図を示す。
(Structure of the Invention) The present invention will be described with reference to the embodiments shown in FIGS. 3 to 5. Figure 3 is a side view, Figure 4 is a sectional view aa' of Figure 3,
FIG. 5 shows a bottom view of the plowshare.

1a、7bは、ソリ部で、その中央部に鋤8が取付けら
れている。この鋤8は、例えば鋼板を溶接加工した箱型
構造になっており、鋤刃9は複数段9a、9b、9c設
置されている。図の実施例では3段であるが、掘削深度
により2段或いは4段にすることができる。鋤刃9の先
端は鋭角状に形成され、底部lOは水平になってふ・す
、その内部にジェットノズル11a、llb  が複数
本設けられている。fJ8.1IllJオク罰萌IJ三
角状゛にに・叙ざゼZルyλもそして、ジェット水流1
2a、 121)が1段下の鋤刃9b、9cの直ぐ前方
を噴射するように鋤刃9の長さを決めている。また、上
、下段鋤刃の間隔り、、D2は、上段鋤刃の底部10a
’、10bがその1段下の鋤刃の基部上側13b、13
cと同一水平面上に来るか或いはそれより下側に来る位
置に取付けられている。また鋤刃9の幅−elは、埋設
する線条体のサイズに応じて決める。14・は高圧水配
管で、その一端は各ジェノ1−ノズル11a。
1a and 7b are sled parts, and a plow 8 is attached to the center thereof. The plow 8 has a box-shaped structure made of, for example, welded steel plates, and the plow blades 9 are installed in multiple stages 9a, 9b, and 9c. In the illustrated embodiment, there are three stages, but depending on the excavation depth, the number can be two or four stages. The tip of the plow blade 9 is formed into an acute angle, and the bottom portion 10 is horizontal, and a plurality of jet nozzles 11a, 11b are provided inside the bottom portion 10. fJ8.1
The length of the plow blade 9 is determined so that the plow blades 2a, 121) are injected directly in front of the plow blades 9b, 9c one level below. In addition, the distance between the upper and lower plow blades, D2 is the bottom 10a of the upper plow blade.
', 10b is one step below the base upper side 13b, 13 of the plowshare.
It is mounted on the same horizontal plane as c or at a position below it. Further, the width -el of the plow blade 9 is determined depending on the size of the filament to be buried. 14 is a high-pressure water pipe, one end of which is connected to each Geno 1 nozzle 11a.

11 L+  と連結され、他端は船上の水圧ポンプに
連結されている。15はケーブル、送水管等の線条体導
入部で、布設船から繰り出された線条体4、はこの導入
部15から鋤刃の後部を通って溝16に埋設される。1
8は海底である。
11 L+, and the other end is connected to a water pressure pump on board. Reference numeral 15 denotes an introduction section for a filamentous body such as a cable or water pipe, and the filamentous body 4 unwound from the laying ship is buried in the groove 16 from this introduction section 15 through the rear part of the plow blade. 1
8 is the ocean floor.

線条体4.を布設する方法は、海底の質に適応する水圧
(10〜200 TD/a2)でジェット水流を噴射さ
せながら埋設殿17を曳船で矢印方向にけん引すると、
ジェット水流と鋤刃で溝が掘削される。
Striatum 4. The method of laying the buried trench 17 is to tow the buried trench 17 in the direction of the arrow with a tugboat while spraying a jet of water with a water pressure (10 to 200 TD/a2) that is appropriate for the quality of the seabed.
A trench is excavated using a water jet and a plowshare.

この沼にI′Ii設船から漂り出された線条体を埋設す
るのである。以上述べたように、本発明に係る高圧水を
付加した動式埋設機は、次のような摩れた効果がある。
In this swamp, we will bury the striatum that has drifted out from the I'Ii construction ship. As described above, the mobile burying machine using high-pressure water according to the present invention has the following abrasion effects.

■ジェットノズルが鋤刃の底部内側に設けられ、外側に
露出していないから、埋設機をけん引した際ノズルが直
接掘削すべき土砂に接触しない。従って、ノズルが土砂
で詰ったり破損することがない。
■The jet nozzle is installed inside the bottom of the plow blade and is not exposed to the outside, so when the burying machine is towed, the nozzle does not come into direct contact with the earth and sand to be excavated. Therefore, the nozzle will not be clogged with dirt or damaged.

■ジェット水流は2段以下の鋤刃の前方を掘削し、2段
以下の鋤刃の掘削を補助するから鋤刃のみの埋設機より
も掘削抵抗が少く従って高速にけん引して溝を掘ること
ができる。
■The jet water stream excavates in front of the plow blades of 2 or less stages, and assists the excavation of the plow blades of 2 stages or less, so there is less digging resistance than a burial machine with only plow blades, so it can be towed at high speed to dig trenches. I can do it.

■鋤刃の幅に応じてジェットノズルを縦及び横に2〜3
列配置すると、ジェット水流は鋤刃の幅のほぼ全幅を粘
性土でも掘削できる。
■Depending on the width of the plow blade, install 2 to 3 jet nozzles vertically and horizontally.
When arranged in rows, the water jet can excavate almost the entire width of the plow blade even in cohesive soil.

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

第1図及び第2図は従来例を示し、第1図は側面図、第
2図は正面図である。第3図〜第5図は本発明の実施例
を示し、第3図は側面図、第4・図は第3図のa −a
’断面図、第5図は鋤刃の底面図である。 4、・・・線条体、8・・・鋤、9・・鋤刃、10・・
鋤刃底部、ll・・ジェットノズル、12・・・ジェッ
ト水流、14、・高圧水配管、15・・・線条体導入部
、16・・溝、17・・・埋設機、18・・・海底。 著4図 方5図 一一ノI−H 手続補正書 昭和58年8月26日 特許庁長官 若杉和夫    殿 1、事件の表示 昭和57年特許願 第234・74.1  号3、補正
をする者 事件との関係   特許出願人 住所    大阪市東区北浜5丁目15番地名称(21
3)住友電気工業株式会肚 社長 用上哲部 4・9代理人 住所     大阪市此花区島屋1丁[」1番:3号住
友電気工業株式会社内 6、補正の対象 願書及び図面 7、補正の内容 (1、発明の名称を正確に記載した願書を別紙の5く提
出しまず。 (2)図面中箱3図を別紙の如く補正します。
1 and 2 show a conventional example, with FIG. 1 being a side view and FIG. 2 being a front view. 3 to 5 show an embodiment of the present invention, FIG. 3 is a side view, and FIG. 4 is a-a of FIG. 3.
'Cross-sectional view, Figure 5 is a bottom view of the plowshare. 4. Striatum, 8. Plowshares, 9. Plowshares, 10.
Plow blade bottom, ll...Jet nozzle, 12...Jet water stream, 14...High pressure water piping, 15...Striatal body introduction part, 16...Groove, 17...Burying machine, 18... Undersea. Author 4 Figure 5 Figure 11 No. I-H Procedural amendment August 26, 1980 Commissioner of the Japan Patent Office Kazuo Wakasugi 1. Indication of the case 1988 Patent Application No. 234.74.1 No. 3. Make amendments. Relationship with the case Patent applicant address 5-15 Kitahama, Higashi-ku, Osaka Name (21
3) Sumitomo Electric Industries Co., Ltd. President Tetsube Yojo 4/9 Agent address 1-chome Shimaya, Konohana-ku, Osaka City [1] No. 3 Sumitomo Electric Industries Co., Ltd. 6, application subject to amendment and drawings 7, amendment Contents (1. First, submit an application with the name of the invention accurately written in attached sheet 5. (2) Amend box 3 in the drawing as shown in the attached sheet.

Claims (3)

【特許請求の範囲】[Claims] (1)上下に複数段の鋤刃を有する動式埋設機に於いて
、上段鋤刃の底部内に掘削ノズルを設け、上記ノズルか
らジェット水流を下段鋤刃の前方に噴射させなから鋤刃
で溝を掘削し、この溝に線条体を埋設することを特徴と
する高圧水を付加した動式埋設機。
(1) In a movable burial machine having multiple stages of upper and lower plow blades, an excavation nozzle is provided in the bottom of the upper plow blade, and a jet water stream is injected from the nozzle in front of the lower plow blade. A dynamic burying machine that uses high-pressure water to excavate a trench and bury the filament in the trench.
(2)鋤刃底部内の掘削ノズルは、複数本設けられたこ
とと特徴とする特許請求の範囲第1項記載の動式埋設機
(2) The movable burial machine according to claim 1, wherein a plurality of excavation nozzles are provided in the bottom of the plow blade.
(3)複数段の鋤刃は、上段の底部と下段の基部上側が
ほぼ同一水平面上に配置されたことを特徴とする特許請
求の範囲第1項記載の動式埋設機。
(3) The movable burial machine according to claim 1, wherein the plurality of stages of plow blades are arranged such that the bottom of the upper stage and the upper side of the base of the lower stage are arranged on substantially the same horizontal plane.
JP57234741A 1982-12-27 1982-12-27 Plow type laying machine with high-pressure water being applied Pending JPS59122638A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57234741A JPS59122638A (en) 1982-12-27 1982-12-27 Plow type laying machine with high-pressure water being applied

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57234741A JPS59122638A (en) 1982-12-27 1982-12-27 Plow type laying machine with high-pressure water being applied

Publications (1)

Publication Number Publication Date
JPS59122638A true JPS59122638A (en) 1984-07-16

Family

ID=16975627

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57234741A Pending JPS59122638A (en) 1982-12-27 1982-12-27 Plow type laying machine with high-pressure water being applied

Country Status (1)

Country Link
JP (1) JPS59122638A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001049947A1 (en) * 2000-01-05 2001-07-12 Soil Machine Dynamics Limited Submarine plough and plough share for such plough
KR101249353B1 (en) * 2010-12-10 2013-04-04 김종복 Apparatus for laying of utility line simultaneously

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5374292A (en) * 1976-12-14 1978-07-01 Furukawa Electric Co Ltd:The Submarine laying machine of linear material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5374292A (en) * 1976-12-14 1978-07-01 Furukawa Electric Co Ltd:The Submarine laying machine of linear material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001049947A1 (en) * 2000-01-05 2001-07-12 Soil Machine Dynamics Limited Submarine plough and plough share for such plough
KR101249353B1 (en) * 2010-12-10 2013-04-04 김종복 Apparatus for laying of utility line simultaneously

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