JPS63222211A - Deposited sand thickness measuring system on sand scattering ship - Google Patents

Deposited sand thickness measuring system on sand scattering ship

Info

Publication number
JPS63222211A
JPS63222211A JP5421087A JP5421087A JPS63222211A JP S63222211 A JPS63222211 A JP S63222211A JP 5421087 A JP5421087 A JP 5421087A JP 5421087 A JP5421087 A JP 5421087A JP S63222211 A JPS63222211 A JP S63222211A
Authority
JP
Japan
Prior art keywords
sand
ship
water depth
scattering
thickness
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.)
Granted
Application number
JP5421087A
Other languages
Japanese (ja)
Other versions
JPH0785015B2 (en
Inventor
Ryoji Shimizu
清水 良次
Makoto Hirano
誠 平野
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 FUDOUSAN KENSETSU KK
Oki Electric Industry Co Ltd
Original Assignee
MITSUI FUDOUSAN KENSETSU KK
Oki Electric Industry 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 FUDOUSAN KENSETSU KK, Oki Electric Industry Co Ltd filed Critical MITSUI FUDOUSAN KENSETSU KK
Priority to JP62054210A priority Critical patent/JPH0785015B2/en
Publication of JPS63222211A publication Critical patent/JPS63222211A/en
Publication of JPH0785015B2 publication Critical patent/JPH0785015B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Length Measuring Devices With Unspecified Measuring Means (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PURPOSE:To automatically and continuously calculate a deposited sand thickness, by mounting depth sounders on the sleighs provided on both front and rear sides of the duct suspended to the sea bottom from a sand scattering ship and towing said sleighs to calculate the difference between the values of the depth sounders. CONSTITUTION:A duct 5 scattering sand 3 to the sea bottom from a sand scattering ship 1 is provided to the ship 1. Towing stays 9, 10 are provided before and behind the advance direction of the ship 1 and sleighs 11, 14 are towed by ropes 10, 13. Depth sounders 7, 8 are mounted on the sleighs 11, 14 and the depths measured by the depth sounders 7, 8 are informed to the ship 1 through signal cables 15, 16. The laminated thickness of sand 3 is calculated from the difference between the outputs of the depth sounders 7, 8. By this method, the thickness of sand is automatically and continuously calculated and sand scattering quantity is easily controlled.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は砂撒船において、海底に散布された砂の厚さ
を計測する砂厚計測方式に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a sand thickness measuring method for measuring the thickness of sand spread on the seabed in a sand scattering boat.

〔従来の技術〕[Conventional technology]

従来、この種の砂厚計測方式としては、種々のものが実
用化されているが、例えば、鉄筋棒による計測方式があ
る。
Conventionally, various sand thickness measurement methods of this type have been put into practical use, and for example, there is a measurement method using a reinforcing bar.

この計測方式は、砂撒船の上から人手によシ鉄筋棒を海
底に差し込み、散布された砂と下部にある海底の地盤と
の抵抗の差異を人手によシ検出し、その砂の厚さを鉄筋
棒の繰シ出し長さにより計測するものである。
This measurement method involves manually inserting a reinforcing bar into the seabed from atop a sand-spraying boat, and manually detecting the difference in resistance between the spread sand and the underlying seabed ground. The length is measured by the length of the reinforcing bar.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかし、前記砂厚計測方式では、人手による計測であり
、しかも人手に感じたときの抵抗値の変化に基、づき、
砂原を計測するために、人によシ計測値が異なり、かつ
連続的な計測が不可能であるという問題があった。
However, in the sand thickness measurement method, measurement is performed manually, and based on the change in resistance value when felt by the hand,
In order to measure the sand plain, there were problems in that the measured values differed depending on the person and continuous measurement was impossible.

そこで、この発明は前記問題点に着目してなされたもの
で、その目的とするところは、自動的にかつ連続して砂
原を計測できる砂撒船における砂厚計測方式を提供する
ことにある。
The present invention has been made in view of the above-mentioned problems, and its purpose is to provide a method for measuring sand thickness in a sand scattering boat that can automatically and continuously measure the sand plain.

〔問題点を解決するための手段〕[Means for solving problems]

前記目的を達成するこの発明の構成は、ダクトの前後側
の海底に、橇に装備された水深計を夫々曳航し、これら
の水深計から出力され、た水深信号の差を散布された砂
の厚さとして検出することを要旨とする。
The structure of the present invention that achieves the above object is to tow depth gauges mounted on sleds to the seabed on the front and rear sides of the duct, and calculate the difference between the water depth signals outputted from these depth gauges by measuring the difference between the depth signals of the scattered sand. The gist is to detect the thickness.

〔作 用〕[For production]

前記構成において、砂撒船が積載砂をダクトを介して海
底の地盤に散布しながら前進すると、前側の水深計は地
盤の上を、後側の水深計は散布された砂の上を夫々曳航
される。
In the above configuration, when the sand spreading boat moves forward while spreading the loaded sand onto the ground on the seabed through the duct, the front water depth gauge is towed above the ground, and the rear water depth gauge is towed above the spread sand. be done.

前後側の水深計から夫々水深信号が出力されて水深差検
出回路に入力される。
Water depth signals are output from the front and rear water depth gauges and input to the water depth difference detection circuit.

水深差検出回路は入力された水深信号の差から水深差を
検出し、検出した水深差を散布された砂の厚さとして連
続的に表示装置に出力する。
The water depth difference detection circuit detects the water depth difference from the difference in the input water depth signals, and continuously outputs the detected water depth difference to the display device as the thickness of the spread sand.

したがって、散布された砂の厚さを自動的にかつ連続し
て計測することができ、前記問題点を除去することがで
きる。
Therefore, the thickness of the spread sand can be automatically and continuously measured, and the above-mentioned problem can be eliminated.

〔実施例〕〔Example〕

以下、この発明の実施例を図面に基づいて詳細に説明す
る。
Hereinafter, embodiments of the present invention will be described in detail based on the drawings.

第1図は実施例に係る砂撒船における砂厚計測方式を示
す断面図、第2図は砂厚計測方式の実施に直接使用する
砂原計測装置の要部を示す斜視図である。
FIG. 1 is a cross-sectional view showing a sand thickness measurement method in a sand scattering boat according to an embodiment, and FIG. 2 is a perspective view showing the main parts of a sand flat measuring device used directly to implement the sand thickness measurement method.

第1図および第2図において、1は海底の地盤2に砂3
を散布しながら前進する砂撒船であシ、との砂撒船1は
積載砂4を地盤2の上方に導びくダクト5と、このダク
ト5を介して地盤2に散布された砂3の厚さを計測する
砂原計測装置6とを装備している。
In Figures 1 and 2, 1 is sand 3 on the ground 2 on the seabed.
The sand scattering boat 1 moves forward while dispersing sand.The sand scattering boat 1 has a duct 5 that guides the loaded sand 4 above the ground 2, and a duct 5 that guides the loaded sand 4 above the ground 2. It is equipped with a sand flat measuring device 6 for measuring the thickness.

この砂原計測装置6はダクト5の前側に設置される水深
計7とダクト5の後側に設置される水深計8とを備えて
なる。
This sand flat measuring device 6 includes a water depth gauge 7 installed on the front side of the duct 5 and a water depth gauge 8 installed on the rear side of the duct 5.

前後側の水深計7.8は共に水深における水圧を検出す
る水圧センサを内蔵し、この水圧センサからの検出信号
を水深信号として出力できるようにしたものである。
Both the front and rear water depth gauges 7.8 have built-in water pressure sensors that detect the water pressure at the water depth, and can output detection signals from these water pressure sensors as water depth signals.

前側の水深計7はダクト5の前側に位置して海底の地盤
2の上をスムーズに曳航されるように曳航ステイ9の下
端にロープ10で接続した橋11に装備されている。
The front water depth gauge 7 is located in front of the duct 5 and is installed on a bridge 11 connected to the lower end of the towing stay 9 with a rope 10 so as to be smoothly towed over the ground 2 on the seabed.

また、後側の水深計8はダクト5の後側に位置して砂3
の上をスムーズに曳航されるように曳航ステイ12の下
端にロープ13で接続した橋14に装備されている。
In addition, the water depth gauge 8 on the rear side is located on the rear side of the duct 5 and the sand 3
It is installed on a bridge 14 connected to the lower end of the towing stay 12 with a rope 13 so that it can be towed smoothly over the top.

なお15.16は信号ケーブルである。Note that 15 and 16 are signal cables.

第3図は前記砂原計測装置の制御系を示すブロック図で
ある。
FIG. 3 is a block diagram showing the control system of the sand flat measuring device.

同図に示すように、前後側の水深計7,8は共に水深差
検出回路17に接続されている。
As shown in the figure, the front and rear water depth gauges 7 and 8 are both connected to a water depth difference detection circuit 17.

この水深差検出回路17は前後側の水深計7゜8からの
水深信号の差から水深差を検出し、検出した水深差を散
布された砂3ノの厚さdとして表示装置に出力する回路
である。
This water depth difference detection circuit 17 is a circuit that detects a water depth difference from the difference in water depth signals from the front and rear water depth gauges 7°8, and outputs the detected water depth difference to a display device as the thickness d of the scattered sand. It is.

次に、この発明の要旨をなす砂原計測方法を説明する。Next, a method for measuring sand flats, which is the gist of the present invention, will be explained.

砂撒船1が積載砂4をダクト5を介して海底の地盤2に
散布しながら前進すると、前側の水深計7は地盤2の上
を、後側の水深計8は散布された砂3の上を曳航される
As the sand spreader 1 moves forward while spreading the loaded sand 4 onto the ground 2 on the seabed via the duct 5, the water depth gauge 7 on the front side is on top of the ground 2, and the water depth gauge 8 on the rear side is on the top of the sand 3 that has been spread. being towed above.

前側の水深計7の位置する水深と後側の水深計8の位置
する水深との差は散布された砂3の厚さdに相当する。
The difference between the water depth at which the front water depth gauge 7 is located and the water depth at which the rear water depth gauge 8 is located corresponds to the thickness d of the spread sand 3.

そこで、第3図に示すように、前後側の水深計7.8か
ら夫々出力された水深信号を水深差検出回路17に入力
すると、水深差検出回路17は入力された水深信号の差
から水深差を検出し、検出した水深差を散布された砂3
の厚さdとして連続的に表示装置に出力する。
Therefore, as shown in FIG. 3, when the water depth signals output from the front and rear water depth gauges 7.8 are input to the water depth difference detection circuit 17, the water depth difference detection circuit 17 determines the water depth based on the difference between the input water depth signals. Detect the difference and spread the detected water depth difference 3
It is output continuously to a display device as a thickness d.

これによシ、散布された砂3の厚さdを自動的でかつ連
続して計測することができる。
Thereby, the thickness d of the spread sand 3 can be measured automatically and continuously.

〔発明の効果〕〔Effect of the invention〕

以上の説明から明らかなように、この発明によれば、ダ
クトの前後側の海底に、橇に装備された水深計を夫々曳
航し、これらの水深計から出力された水深信号の差を散
布された砂の厚さとして検出する砂厚計測方式としたの
で、散布された砂の厚さを自動的にかつ連続して計測す
ることができる。
As is clear from the above description, according to the present invention, depth gauges mounted on sleds are towed onto the seabed on the front and rear sides of the duct, and the difference in water depth signals output from these depth gauges is dispersed. Since we adopted a sand thickness measurement method that detects the thickness of the scattered sand, it is possible to automatically and continuously measure the thickness of the scattered sand.

したがって、砂撒船の砂原の管理が容易になるばかシで
なく、砂撒船の砂撤制御が可能になるという効果が得ら
れる。
Therefore, it is possible to control sand removal by the sand scattering boat, rather than making it easier to manage the sand field by the sand scattering boat.

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

第1図は実施例に係る砂撒船における砂厚計測方式を示
す断面図、第2図は砂厚計測方式の実施に直接使用する
砂原計測装置の要部を示す斜視図、第3図は砂原計測装
置の制御系を示すブロック図である。 1・・・砂撒船 2・・・地盤 3・・・砂 4・・・
積載砂5・・・ダクト 6・・・砂原計測装置 7,8
・・・水深計11.14・・・橋 17・・・水深差検
出回路特許出願人 沖電気工業株式会社 三井不動産建設株式会社 代  理  人  弁理士 金 倉 喬 二荀 1 圓 輪 2 図 砂原計測装置の制御系を示すブロック区間 3(21
Fig. 1 is a sectional view showing the sand thickness measurement method in the sand spray boat according to the embodiment, Fig. 2 is a perspective view showing the main parts of the sand flat measuring device used directly to implement the sand thickness measurement method, and Fig. 3 is FIG. 2 is a block diagram showing a control system of the sand plain measuring device. 1...Sand sprinkler 2...Ground 3...Sand 4...
Loaded sand 5... Duct 6... Sand flat measuring device 7, 8
...Water depth gauge 11.14...Bridge 17...Water depth difference detection circuit Patent applicant Oki Electric Industry Co., Ltd. Mitsui Fudosan Construction Co., Ltd. Representative Patent attorney Takashi Kankura Nisun 1 Enwa 2 Figure Sunahara measurement Block section 3 (21

Claims (1)

【特許請求の範囲】 1、ダクトを介して海底の地盤に散布された砂の厚さを
計測する砂撒船における砂厚計測方式において、 前記ダクトの前後側の海底に、橇に装備された水深計を
夫々曳航し、 これらの水深計から出力された水深信号の差を散布され
た砂の厚さとして検出することを特徴とする砂撒船にお
ける砂厚計測方式。
[Scope of Claims] 1. In a sand thickness measurement method in a sand scattering boat that measures the thickness of sand spread on the ground of the seabed through a duct, the method includes: A method for measuring sand thickness in a sand scattering boat, which is characterized by towing depth gauges and detecting the difference in water depth signals output from these depth gauges as the thickness of the sand being spread.
JP62054210A 1987-03-11 1987-03-11 Method for measuring sand thickness in sand removal boats Expired - Fee Related JPH0785015B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62054210A JPH0785015B2 (en) 1987-03-11 1987-03-11 Method for measuring sand thickness in sand removal boats

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62054210A JPH0785015B2 (en) 1987-03-11 1987-03-11 Method for measuring sand thickness in sand removal boats

Publications (2)

Publication Number Publication Date
JPS63222211A true JPS63222211A (en) 1988-09-16
JPH0785015B2 JPH0785015B2 (en) 1995-09-13

Family

ID=12964188

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62054210A Expired - Fee Related JPH0785015B2 (en) 1987-03-11 1987-03-11 Method for measuring sand thickness in sand removal boats

Country Status (1)

Country Link
JP (1) JPH0785015B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112648960A (en) * 2021-01-18 2021-04-13 新疆大学 Method for calculating distance between far-shore dam and near-shore dam of lake bank

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55127210U (en) * 1979-03-05 1980-09-09
JPS58119778U (en) * 1982-02-05 1983-08-15 海上電機株式会社 Depth detector in depth measuring equipment
JPS61109408A (en) * 1984-11-01 1986-05-27 住友重機械工業株式会社 Ground meter for submarine towed body
JPS61254812A (en) * 1985-05-08 1986-11-12 Meisan Kk Instrument for continuously measuring thickness of nonmagnetic sheet

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55127210U (en) * 1979-03-05 1980-09-09
JPS58119778U (en) * 1982-02-05 1983-08-15 海上電機株式会社 Depth detector in depth measuring equipment
JPS61109408A (en) * 1984-11-01 1986-05-27 住友重機械工業株式会社 Ground meter for submarine towed body
JPS61254812A (en) * 1985-05-08 1986-11-12 Meisan Kk Instrument for continuously measuring thickness of nonmagnetic sheet

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112648960A (en) * 2021-01-18 2021-04-13 新疆大学 Method for calculating distance between far-shore dam and near-shore dam of lake bank

Also Published As

Publication number Publication date
JPH0785015B2 (en) 1995-09-13

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