JPS60129679A - Sea bottom soil survey apparatus - Google Patents

Sea bottom soil survey apparatus

Info

Publication number
JPS60129679A
JPS60129679A JP23937583A JP23937583A JPS60129679A JP S60129679 A JPS60129679 A JP S60129679A JP 23937583 A JP23937583 A JP 23937583A JP 23937583 A JP23937583 A JP 23937583A JP S60129679 A JPS60129679 A JP S60129679A
Authority
JP
Japan
Prior art keywords
survey
sea bottom
soil
seabed
plow
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
JP23937583A
Other languages
Japanese (ja)
Inventor
Yuzo Tokumaru
得丸 雄三
Yoichi Yamazaki
洋一 山崎
Nobuaki Deguchi
出口 暢昭
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.)
Nippon Telegraph and Telephone Corp
Sumitomo Electric Industries Ltd
Sumitomo Heavy Industries Ltd
Original Assignee
Nippon Telegraph and Telephone Corp
Sumitomo Electric Industries Ltd
Sumitomo Heavy 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 Nippon Telegraph and Telephone Corp, Sumitomo Electric Industries Ltd, Sumitomo Heavy Industries Ltd filed Critical Nippon Telegraph and Telephone Corp
Priority to JP23937583A priority Critical patent/JPS60129679A/en
Publication of JPS60129679A publication Critical patent/JPS60129679A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01SRADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
    • G01S15/00Systems using the reflection or reradiation of acoustic waves, e.g. sonar systems
    • G01S15/88Sonar systems specially adapted for specific applications

Landscapes

  • Engineering & Computer Science (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Physics & Mathematics (AREA)
  • Acoustics & Sound (AREA)
  • Computer Networks & Wireless Communication (AREA)
  • General Physics & Mathematics (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Measurement Of Velocity Or Position Using Acoustic Or Ultrasonic Waves (AREA)

Abstract

PURPOSE:To stably survey the surface layer of the sea bottom with high resolving power by an ultrasonic wave and to make it possible to simultaneously surveying soil and the surface hardness of the sea bottom in connection with each other, by loading an ultrasonic transmitting receiving apparatus and a survey plow to a sea bottom slider. CONSTITUTION:A survey plow 5 revolvable by a hydraulic operation apparatus 3 and an ultrasonic transmitting receiving apparatus 7 are loaded to a sea bottom slider 1 forming a sleigh body. The sea bottom slider is slid along the sea bottom and an ultrasonic wave of 15-20kHz is emitted to the surface layer part of the sea bottom from the ultrasonic transmitting receiving apparatus 7 while the reflected wave is received by said apparatus 7 to send electric signal information to a tugboat. In addition, the survey plow 5 is thrusted into the surface layer part of the sea bottom and allowed to advance while plows soil to survey the hardness of the sea bottom and, if there is an obstacle, the survey plow 5 is avoided therefrom by hydraulic revolving action. Therefore, the soil of the surface layer part can be surveyed with high resolving power because an ultrasonic wave is directly transmitted to and reflected from the surface layer part of the sea bottom and the change in soil and surface hardness can be simultaneously surveyed in connection with each other.

Description

【発明の詳細な説明】 (イ) 発明の属する技術分野 本発明は海底を滑走しながら海底の土質調査を行なう海
底土質調査装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (a) Technical field to which the invention pertains The present invention relates to a seabed soil surveying device that surveys the soil of the seabed while sliding on the seabed.

(ロ) 従来技術とその問題点 海底ケーブルの埋設工事を行なう場合事前に海底土質の
調査を行なうことが必要である。
(b) Conventional technology and its problems When burying submarine cables, it is necessary to conduct a survey of the seabed soil in advance.

従来の海底土質調査方法としては、海上に浮かぶ調査船
に取付けた超音波送受波器または調査船により海中を曳
航される超音波送受波器から高周波の超音波を海底表層
部へ向けて発射し、海底表層部からのその反射波を受信
して海底土質の調査を行ない、次に調査鋤を装着した海
底滑走体を曳、船により牽引しながら海底表面の、硬さ
を調査していた。
Conventional seabed soil investigation methods involve emitting high-frequency ultrasonic waves toward the surface of the seabed from an ultrasonic transducer attached to a research vessel floating on the sea, or from an ultrasonic transducer towed underwater by a research vessel. The submarine soil was investigated by receiving the reflected waves from the seabed surface, and then the hardness of the seabed surface was investigated by towing a submarine glider equipped with a survey plow and being towed by a ship.

しかしながら上記従来の方法では下記に示す問題点を有
していた。すなわち; 1) 超音波送受信器位置が海底から距離が離れており
高周波の超音波が伝播中に海水中での減衰が生じやすい
ため海底へ達した超音波をさらに海底表層部へ侵入させ
て海底表層部を高い分解能で調査することが困難であっ
た、また海底までの距離が一定でないことから安定した
調査を行なうことが困難であった。
However, the conventional method described above has the following problems. In other words: 1) The ultrasonic transmitter/receiver is located far from the seabed, and high-frequency ultrasonic waves are likely to be attenuated in the seawater during propagation. It was difficult to survey the surface layer with high resolution, and because the distance to the seabed was not constant, it was difficult to conduct stable surveys.

2) 超音波による海底土質調査と調査鋤による海底表
面の硬さ調査とを別々に行なわねばならず能率が悪いと
同時に両者をうまく対応づけて調査を行なうことが困難
であった。
2) The seabed soil survey using ultrasonic waves and the hardness survey of the seabed surface using a survey plow had to be conducted separately, which was inefficient and at the same time made it difficult to properly correlate the two.

〈ハ) 発明の目的 本発明は上記従来の事情に鑑みなされたものであって海
底表層部を高い分解能でかつ安定して超音波により調査
することを可能とするとともに海底表層部の土質の変化
と海底表面の硬さ調査を対応づけて゛調査可能とする海
底土質調査装置を提供することを目的とする。
(c) Purpose of the Invention The present invention has been made in view of the above-mentioned conventional circumstances, and makes it possible to investigate the surface layer of the seabed with high resolution and stably using ultrasonic waves, and to investigate changes in the soil quality of the surface layer of the seabed. The purpose of the present invention is to provide a seabed soil investigation device that enables investigation by associating seabed surface hardness investigation with seafloor surface hardness investigation.

(ニ) 発明の構成 本発明による海底土質調査装置は海底土質調査用の周波
数15乃至20KH2の超音波送受波器を一査鋤を備え
た海底滑走体に搭載している。
(d) Structure of the Invention The submarine soil surveying apparatus according to the present invention is equipped with an ultrasonic transducer with a frequency of 15 to 20 KH2 for surveying the submarine soil on a submarine sliding body equipped with a plow.

これにより超音波は海底至近距離から海底表層部へ向け
て直接発射されるため海水中での減衰がほとんどなくな
り高周波の超音波にて高分解能で海底表層部の土質を調
査することができる。同時に超音波による海底表層部の
土質調査ど常に対応づ()しながら調査鋤による海底表
面の硬さ調査を行なうことができる。
This allows ultrasonic waves to be emitted directly from close range to the seabed surface, resulting in almost no attenuation in the seawater, making it possible to investigate the soil quality of the seabed surface with high resolution using high-frequency ultrasound waves. At the same time, it is possible to conduct a survey of the hardness of the seabed surface using a survey plow while also responding to a soil survey of the seabed surface layer using ultrasonic waves.

(ホ) 発明の実施例 以下図面を参照しながら本発明の好ましい実施例につい
て説明する。
(e) Embodiments of the invention Preferred embodiments of the invention will be described below with reference to the drawings.

第1図は本発明による海底土質調査装置の斜視図である
。・ 第1図において、1は機体をなす海底滑走体の本体であ
って海底調査のための下記の各装置を搭載する。
FIG. 1 is a perspective view of a submarine soil investigation device according to the present invention. - In Figure 1, 1 is the main body of the submarine gliding body, which is equipped with the following devices for seabed investigation.

2は曳船からの信号指令にもとづき各搭載装置の作動を
行なわせ、また逆に各装置の作動状況を曳船上に連絡す
る信号処即装置。
2 is a signal processing device that operates each onboard device based on signal commands from the tugboat, and conversely communicates the operating status of each device to the tugboat.

3は各油圧作動装置に作動油を供給する油圧ポンプユニ
ット。
3 is a hydraulic pump unit that supplies hydraulic oil to each hydraulic operating device.

4は海底滑走体の走行距離を検出する対地走行良計。4 is a ground running meter that detects the distance traveled by the submarine sliding body.

3− 5は海底表面を掘削して硬さを調べる調査鋤で□あり詳
細は後述する。
3-5 is a survey plow that excavates the seabed surface and examines its hardness.The details will be described later.

6は海底からサンプル泥を採集する採泥装置。6 is a mud sampling device that collects sample mud from the seabed.

7は海底表層部の土質を調査するための超音波・送受波
器であり詳細は後述する。
7 is an ultrasonic wave transmitter/receiver for investigating the soil quality of the surface layer of the seabed, and the details will be described later.

1Oは海底土質調査装置の海底における状態を監視する
ための水中テレビ装置。
1O is an underwater television device for monitoring the conditions on the seabed of submarine soil survey equipment.

11は海底土質調査装置全体の重量バランスを保うため
のバランスウェイト。
11 is a balance weight to maintain the weight balance of the entire submarine soil survey device.

12は海底土質調査装置を海底に設置したり海底□゛か
ら撤収したりする場合に装置を水平状態に保持・すべく
吊り点を移動きせるためめ牽引点移動装置。
Reference numeral 12 denotes a tow point moving device for moving the hanging point to maintain and maintain the device in a horizontal state when installing the submarine soil survey device on the seabed or removing it from the seabed.

15は曳船と海底土質調査装置との相対方位を検出する
方位計。
15 is a compass that detects the relative orientation between the tugboat and the submarine soil survey device.

′16は海底土質調査装置の海底での前後、左右傾斜を
検出するための傾斜計。
'16 is an inclinometer for detecting longitudinal and lateral inclinations on the seabed of submarine soil survey equipment.

′17は海底土質調査装置の海底への接地を確認する接
地検出器。
'17 is a grounding detector that confirms the grounding of submarine soil survey equipment to the ocean floor.

′18は油圧作動各装置の制御用の油圧バルブユニッi
〜。
'18 is a hydraulic valve unit i for controlling each hydraulically operated device.
~.

4− 19は油圧作動回路の圧力調整用油圧アキュムレータ。4- 19 is a hydraulic accumulator for pressure adjustment of the hydraulic operating circuit.

23は海底土質調査装置を後述のCATケーブルと接続
する牽引金具。
23 is a towing fitting that connects the submarine soil survey device to the CAT cable described later.

24は送電回路と電気信号伝達回路とを内蔵した海底□
土質調査装置を牽引するためのC’ATケーブルである
24 is a submarine with a built-in power transmission circuit and electric signal transmission circuit □
This is a C'AT cable for towing soil survey equipment.

上記7の超音波送受波器は本体1の前部中央の本体底面
から約50cmの高さに取付けられており海底表層部に
向は指向巾約20°で15乃至20に+−12の周波数
の超音波を発射し、同時に海底表層部からの反射波を受
信Cて曳船上に電気信号情報として伝送し図示してない
船上操作卓に表示させる。
The ultrasonic transducer 7 above is installed at a height of about 50 cm from the bottom of the main body at the center of the front part of the main body 1, and has a directivity width of about 20 degrees toward the seabed surface and a frequency range of 15 to 20 +-12. It emits ultrasonic waves, and at the same time receives reflected waves from the seabed surface, transmits them to the tugboat as electrical signal information, and displays them on a shipboard operation console (not shown).

このように超音波送受波器を海底滑走体に搭載すること
により超音波が海水中を伝播することによる減衰がほと
んどなくなるため周波数を15乃至20KH2と高く設
定することが可能となり、したがって海底表層部での測
定分解能を高くすることができる。上記周波数を使用す
ることにより海底下5mまでを分解能約30C1Il以
下で調査可能となる。
By mounting the ultrasonic transducer on the submarine sliding body in this way, the attenuation caused by the propagation of ultrasonic waves through seawater is almost eliminated, making it possible to set the frequency as high as 15 to 20 KH2. The measurement resolution can be increased. By using the above frequency, it is possible to investigate up to 5 meters below the seabed with a resolution of approximately 30C1Il or less.

第2図は本発明による海底土質調査装置の後部に装着さ
れた調査船5の構成と作動を示す側面図である。調査棚
本体25は、調査鋤屏降用油圧シリンダ26により支点
27まわりを回動する鋤レバー28の端部のヒンジビン
29に枢着されているため油圧シリンダ26の作動に従
い鋤レバー28を介して昇降可能であり、海底掘削中は
第2図に実線で示す姿勢をとる。調査棚本体25はまた
保護用油圧シリンダ30の作動によりヒンジビン29ま
わりに回転可能である。海底を掘削時に調査棚本体25
の刃先にかかる抗力Fはヒンジビン29まわりの回転モ
ーメントを発生させ保護用油圧シリンダ30に押圧負荷
を加える。保護用油圧シリンダ30の支持部31は保護
用油圧シリンダの軸方向に移動可能に構成≠れておりロ
ードセル32を介して鋤レバー28上に固定ブロック3
3と対向している。駒本体25にがかる抗力Fによって
保護用油圧シリンダ30に押圧り荷が加えられると保護
用油圧シリンダはロードセル32を押し、ロードセル3
2が押圧力を検出する。この検出された押圧力を曳船上
へ伝送し、曳船上の制御装置で演算し抗力Fを監視する
。海底の障害物に衝突するなどして調査棚本体の刃先に
ががる抗力Fが異常に高まり設定値を超えると保護用油
圧シリンダ3O内部の油圧が上昇して油圧回路内に設け
られた人容最リリーフバルブ(図示せず)が開き保護用
油圧シリンダ30のピストンが後退して作動油は油圧ボ
ンプユニツ1〜3に戻る。これにより調査棚本体25は
第2図に一点鎖線で示される25aの位置に回動し過負
荷を避けることができる。調査棚本体25が回動して過
負荷を回避した後調査鋤昇降用油圧シリンダ26の操作
により調査棚本体25を上昇させかつ保護用油圧シリン
ダ30のピストンを伸長させて第2図に一力鎖線で示す
25bの姿勢をとることができる。続いて油圧シリンダ
26により調査棚本体25を再び海底掘削位置に下降ざ
ゼで掘削を再開することができる。このように保護用油
圧シリンダ3Oの油圧回路にリリーフバルブを設けたこ
とにより調査棚本体が海底障害物に衝突しても油圧i置
の操作によらず調査棚本体は海底障害物を回避すること
ができる。
FIG. 2 is a side view showing the structure and operation of the research vessel 5 attached to the rear of the seabed soil investigation apparatus according to the present invention. The investigation shelf main body 25 is pivotally connected to a hinge bin 29 at the end of a plow lever 28 which rotates around a fulcrum 27 by a hydraulic cylinder 26 for investigation plowing. It can be raised and lowered, and takes the position shown by the solid line in Figure 2 during seabed excavation. The research shelf body 25 is also rotatable about the hinge bin 29 by actuation of a protective hydraulic cylinder 30. Survey shelf body 25 when excavating the seabed
The drag force F applied to the cutting edge generates a rotational moment around the hinge bin 29 and applies a pressing load to the protective hydraulic cylinder 30. The support part 31 of the protective hydraulic cylinder 30 is configured to be movable in the axial direction of the protective hydraulic cylinder, and is mounted on the plow lever 28 via a load cell 32 to the fixed block 3.
It is facing 3. When a pressing load is applied to the protective hydraulic cylinder 30 due to the drag force F exerted on the bridge body 25, the protective hydraulic cylinder pushes the load cell 32, and the load cell 3
2 detects the pressing force. The detected pressing force is transmitted to the tugboat, and a control device on the tugboat calculates it and monitors the drag force F. When the drag force F on the cutting edge of the research shelf body increases abnormally and exceeds the set value due to collision with an obstacle on the seabed, the oil pressure inside the protective hydraulic cylinder 3O rises and the person installed in the hydraulic circuit A relief valve (not shown) opens, the piston of the protective hydraulic cylinder 30 retreats, and the hydraulic fluid returns to the hydraulic pump units 1-3. As a result, the investigation shelf main body 25 can be rotated to the position 25a shown by the dashed line in FIG. 2, and overload can be avoided. After the investigation shelf body 25 rotates to avoid overload, the investigation plow lifting hydraulic cylinder 26 is operated to raise the investigation shelf body 25, and the piston of the protective hydraulic cylinder 30 is extended, as shown in FIG. It is possible to take a posture 25b indicated by a chain line. Subsequently, the investigation shelf body 25 is lowered again to the seabed excavation position by the hydraulic cylinder 26, so that excavation can be restarted. By providing a relief valve in the hydraulic circuit of the protective hydraulic cylinder 3O in this way, even if the survey shelf body collides with a submarine obstacle, the survey shelf body can avoid the submarine obstacle regardless of the operation of the hydraulic pressure i. I can do it.

7− (へ) 発明の効果 以上のように本発明による海底土質調査装置は海底土質
調査用の周波数15乃至20K HZの超音波送受波器
を調査船を備えた海底滑走体に搭載している。これによ
り高周波の超音波はほとんど海水中を伝播することなく
直接海底表層部へ発射されかつ海底表層部からの反射波
もほぼ直接受信できるため海底表層部の土質を高分解能
にかつ安定的に調査可能とするとともに海底表層部の土
質変化と海底表面の硬さ変化を同時にかつ直接関連づけ
て調査可能とすることができる。したがって、従来2回
に分Gプで実施していた調査が同時に行なえ、また超音
波調査により海底土質に変化の見られた時のみ調査船で
硬さを調べるようにして調査の能率向上を達成すること
ができる。
7- (F) Effects of the Invention As described above, the submarine soil survey device according to the present invention is equipped with an ultrasonic transducer with a frequency of 15 to 20 KHz for surveying the submarine soil on a submarine sliding body equipped with a survey vessel. . As a result, high-frequency ultrasound waves are emitted directly to the seabed surface without propagating through the seawater, and reflected waves from the seabed surface can also be received almost directly, allowing for high-resolution and stable investigation of the soil quality of the seabed surface. At the same time, it is possible to simultaneously and directly correlate changes in the soil quality of the seabed surface with changes in the hardness of the seabed surface. Therefore, surveys that were conventionally carried out in two batches can be conducted simultaneously, and the hardness can be investigated using a research vessel only when a change in seabed soil quality is detected by ultrasonic surveys, improving the efficiency of surveys. can do.

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

第1図は本発明による海底土質調査装置の斜視図、第2
図は本発明による海底土質調査装置に装着された調査船
の構成と作動を示す側面図。 5・・・調査船 7・・・超音波送受波器8−
Fig. 1 is a perspective view of a submarine soil survey device according to the present invention;
The figure is a side view showing the configuration and operation of a research vessel attached to a seabed soil investigation device according to the present invention. 5... Research vessel 7... Ultrasonic transducer 8-

Claims (4)

【特許請求の範囲】[Claims] (1)海底土質調査用の周波数15乃至20に、)−1
2の超音波送受波器を調査鋤を備えた海底滑走体に搭載
したことを特徴とする海底を滑走しながら海底土質を調
査する海底土質調査装置。
(1) Frequency 15 to 20 for seabed soil investigation, )-1
A seabed soil surveying device for surveying seabed soil while sliding on the seabed, characterized in that the ultrasonic transducer of item 2 is mounted on a seabed sliding body equipped with a survey spade.
(2) 該調査鋤が海底障害物に対する逃げ機構を備え
たことを特徴とする特許請求の範囲第1項に記載の海底
土質調査装置。
(2) The submarine soil investigation device according to claim 1, wherein the survey plow is equipped with an escape mechanism for dealing with submarine obstacles.
(3) 該逃げ機構が該調査鋤を支持ビン回りに回動さ
せるための、油圧回路にリリーフバルブを備えた油圧シ
リンダからなることを特徴とする特許請求の範囲第2項
に記載の海底土質調査装置。
(3) The seabed soil type according to claim 2, wherein the relief mechanism comprises a hydraulic cylinder equipped with a relief valve in a hydraulic circuit for rotating the survey plow around the support bin. Investigation equipment.
(4) 該調査鋤が該海底滑走体の後部に備えられ、該
超音波送受波器が該海底滑走体の前部に搭載されたこと
を特徴とする特許請求の範囲第1項に記載の海底土質調
査装置。・
(4) The survey plow is provided at the rear of the submarine sliding body, and the ultrasonic transducer is mounted at the front of the submarine sliding body. Seabed soil survey equipment.・
JP23937583A 1983-12-19 1983-12-19 Sea bottom soil survey apparatus Pending JPS60129679A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23937583A JPS60129679A (en) 1983-12-19 1983-12-19 Sea bottom soil survey apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23937583A JPS60129679A (en) 1983-12-19 1983-12-19 Sea bottom soil survey apparatus

Publications (1)

Publication Number Publication Date
JPS60129679A true JPS60129679A (en) 1985-07-10

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
JP23937583A Pending JPS60129679A (en) 1983-12-19 1983-12-19 Sea bottom soil survey apparatus

Country Status (1)

Country Link
JP (1) JPS60129679A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016537538A (en) * 2013-11-18 2016-12-01 エヌ. ウィルソン マイケル ダブリュー. Method and apparatus for performing buried assessment surveys

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS517952A (en) * 1974-07-10 1976-01-22 Hitachi Ltd Suichukikaino keisokuhyojisochi
JPS5443357U (en) * 1977-08-31 1979-03-24

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS517952A (en) * 1974-07-10 1976-01-22 Hitachi Ltd Suichukikaino keisokuhyojisochi
JPS5443357U (en) * 1977-08-31 1979-03-24

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016537538A (en) * 2013-11-18 2016-12-01 エヌ. ウィルソン マイケル ダブリュー. Method and apparatus for performing buried assessment surveys

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