JPH0119069Y2 - - Google Patents

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Publication number
JPH0119069Y2
JPH0119069Y2 JP424583U JP424583U JPH0119069Y2 JP H0119069 Y2 JPH0119069 Y2 JP H0119069Y2 JP 424583 U JP424583 U JP 424583U JP 424583 U JP424583 U JP 424583U JP H0119069 Y2 JPH0119069 Y2 JP H0119069Y2
Authority
JP
Japan
Prior art keywords
core
weight
sampler
core tube
tube
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
JP424583U
Other languages
Japanese (ja)
Other versions
JPS59112145U (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 JP424583U priority Critical patent/JPS59112145U/en
Publication of JPS59112145U publication Critical patent/JPS59112145U/en
Application granted granted Critical
Publication of JPH0119069Y2 publication Critical patent/JPH0119069Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は水底土砂内等にコアーチユーブを打ち
込んでサンプルを採取する土砂採取用コアーサン
プラーに関する。
[Detailed Description of the Invention] The present invention relates to a core sampler for collecting sediment, which collects samples by driving a core tube into underwater sediment.

一般に浚渫等のために水底土砂を採取するサン
プラーとしては円筒状のコアーチユーブにカウン
ターウエイトによつて重量をもたせ、これを水面
上より自然落下させることによつて水底土砂中に
打ち込み、サンプル土砂を採取するものが使用さ
れている。この種の自然落下方式のサンプラーは
粘性土に使用する場合がほとんどであり、砂や砂
礫の採取を目的とする場合には100Kg〜200Kgとい
つた大重量のサンプラーにしなければならないた
め実用的ではなかつた。
Generally, as a sampler for collecting underwater sediment for dredging, etc., a cylindrical core tube is weighted with a counterweight, and by allowing it to fall naturally from the water surface, it is driven into the underwater sediment and sample sediment is collected. is used. This type of natural fall type sampler is mostly used for clayey soil, and if the purpose is to collect sand or gravel, it is not practical because it must be a heavy sampler of 100 kg to 200 kg. Nakatsuta.

一方上部に振動機を装着した円筒状サンプラー
を振動させながら水底土中に打ち込む方式のサン
プラーも開発されているが、発電機や油圧装置が
必要で、製作費も高く、かつ使用も容易でないも
のであつた。
On the other hand, a sampler has also been developed in which a cylindrical sampler with a vibrator attached to the top is driven into the subsoil while vibrating, but this requires a generator and hydraulic equipment, is expensive to manufacture, and is not easy to use. It was hot.

本考案は上述の如き問題にかんがみ、水底等の
特に砂や砂礫の採取が、簡単な構造の装置により
簡単な操作で、手軽に採取できるコアーサンプラ
ーの提供を目的としたものであり、その要旨とす
るところは、下端にその開口部を開閉するコアー
キヤツチヤーを備えた中空筒状のコアーチユーブ
と、該コアーチユーブの上端に縦軸を介して支持
させた重錘とを有し、該重錘の上端に吊り用ロー
プを連結自在にしてなる土砂採取用コアーサンプ
ラーにおいて、前記重錘は下端部稍上方を太くし
た略流線形に形成し、かつ、その上端に水中落下
姿勢規制用の羽根板を備え、該重錘の中心に前記
縦軸を貫通させて該重錘を縦軸に対し一定ストロ
ークだけ移動自在に支持させ、前記コアーキヤツ
チヤーの上面側にあつてコアーチユーブの内面に
一端を固着した筒状の可撓性薄膜を備えたことを
特徴としてなる土砂採取用コアーサンプラーに存
する。
In view of the above-mentioned problems, the purpose of this invention is to provide a core sampler that can easily collect sand and gravel from the bottom of the water, etc., using a device with a simple structure and simple operation. The core tube has a hollow cylindrical core tube with a core catcher at the lower end for opening and closing the opening thereof, and a weight supported at the upper end of the core tube via a vertical shaft. In a core sampler for collecting soil and sand, which can be freely connected to a hanging rope at the upper end, the weight is formed into a substantially streamlined shape with a slightly thicker upper part at the lower end, and has a wing plate at the upper end for regulating the posture of falling into water. The vertical shaft passes through the center of the weight, and the weight is supported so as to be movable by a fixed stroke with respect to the vertical axis, and one end is provided on the upper surface side of the core catcher and on the inner surface of the core tube. The present invention relates to a core sampler for collecting soil, which is characterized by being equipped with a fixed cylindrical flexible thin film.

次に本考案の実施の一例を図面について説明す
る。図中1は円筒状のコアーチユーブであり、こ
のコアーチユーブ1の下端にはシユー2が取り付
けされている。このシユー2は短円筒状に形成さ
れ、その上部がコアーチユーブ1の下端外周にね
じ込まれて固定され、下端縁はその断面が先細り
のテーパー状に形成されている。また、コアーチ
ユーブ1の下端にはコアーキヤツチヤー3が備え
られている。このコアーキヤツチヤー3は円弧状
に湾曲された多数の弾性遮閉板4,4……を有
し、この各弾性遮閉板4の下端を止金具5に固定
して逆止弁状に構成され、下端側からは土砂が弾
性遮閉板4,4……を押し拡げて圧入されるが一
旦圧入された土砂の重力によつては弾性遮閉板
4,4……が下側に拡かれず土砂の流失が極力防
止されるようにしている。又さらにこの弾性遮閉
板4,4……の取り付け部上方に位置してコアー
チユーブ1の内周面には筒状の可撓性薄膜7の下
端が固着されている。
Next, an example of implementation of the present invention will be described with reference to the drawings. In the figure, 1 is a cylindrical core tube, and a shoe 2 is attached to the lower end of this core tube 1. The shoe 2 is formed into a short cylindrical shape, and its upper portion is screwed into and fixed to the outer periphery of the lower end of the core tube 1, and the lower end edge has a tapered cross section. Further, a core catcher 3 is provided at the lower end of the core tube 1 . This core catcher 3 has a large number of elastic shielding plates 4, 4, curved in an arc shape, and the lower end of each elastic shielding plate 4 is fixed to a stopper 5 to form a check valve shape. The earth and sand is forced into the elastic shielding plates 4, 4... from the lower end side by spreading them apart, but depending on the gravity of the pressed earth and sand, the elastic shielding plates 4, 4... are pushed downwards. Efforts are being made to prevent soil from spreading and being washed away as much as possible. Further, the lower end of a cylindrical flexible thin film 7 is fixed to the inner circumferential surface of the core tube 1 above the mounting portions of the elastic shielding plates 4, 4, . . . .

一方コアーチユーブ1の上端には逆止弁8を収
容したサンプラーヘツド9が取り付けされてい
る。このサンプラーヘツド9は第3図に示すよう
にコアーチユーブ1の上端開口内にねじ込まれた
チユーブ側部材9aと後述する重錘を取り付けす
る重錘側部材9bとからなり、その両部材9a,
9bは互いに螺合して組み合わされ、その両部材
9a,9bにまたがつて弁室10が形成されてい
る。この弁室10内面のチユーブ側部材9a側に
はコアーチユーブ1内に連通する流路11が形成
され、その流路11の上端にラツパ状の弁座12
が形成され、この弁座12にテーパー状の弁体1
3が自重により嵌合されるようにして逆止弁が構
成されている。また重錘側部材9bにはその外周
に一端が開口され、他端が弁室10に連通された
排水路14が形成されている。一方この重錘側部
材9bの中心には縦軸15の下端がねじ込まれて
連結されている。この縦軸15はコアーチユーブ
1と同一中心線上に配置されて上方に延長されて
いる。縦軸15には重錘16がその軸方向に摺動
自在に嵌合されている。この重錘16は下端部稍
上方位置を最も太く形成した略流線形に形成さ
れ、その上端部には一対のガイド桿17,17が
互いに平行配置に突設され、その両ガイド桿1
7,17の上端に羽根板18が備えられている。
そして両ガイド桿17,17には縦軸15の上端
に固着した摺動鉤19が挿入され、この摺動鉤1
9によつて重錘16の抜け止めがなされている。
On the other hand, a sampler head 9 containing a check valve 8 is attached to the upper end of the core tube 1. As shown in FIG. 3, this sampler head 9 consists of a tube-side member 9a screwed into the upper end opening of the core tube 1 and a weight-side member 9b to which a weight (described later) is attached.
9b are screwed together to form a valve chamber 10 spanning both members 9a and 9b. A flow path 11 communicating with the core tube 1 is formed on the tube side member 9a side of the inner surface of the valve chamber 10, and a flap-shaped valve seat 12 is formed at the upper end of the flow path 11.
is formed, and a tapered valve body 1 is formed on this valve seat 12.
The check valve is configured such that the valves 3 and 3 are fitted together by their own weight. Further, the weight side member 9b is formed with a drainage channel 14 which is open at one end and communicated with the valve chamber 10 at the other end on its outer periphery. On the other hand, the lower end of the vertical shaft 15 is screwed into the center of the weight side member 9b and connected thereto. This vertical axis 15 is arranged on the same center line as the core tube 1 and extends upward. A weight 16 is fitted onto the vertical shaft 15 so as to be slidable in the axial direction. The weight 16 is formed into a substantially streamlined shape with the bottom end slightly thicker at the upper end, and a pair of guide rods 17, 17 are protruded from the upper end of the weight 16 in a parallel arrangement with each other.
A vane plate 18 is provided at the upper end of the blades 7 and 17.
A sliding hook 19 fixed to the upper end of the vertical shaft 15 is inserted into both guide rods 17, 17.
9 prevents the weight 16 from coming off.

また上端の羽根板18は重錘16の中心線を中
心にして放射状に等間隔に突出され、水中を自由
落下する際にその角度を垂直にならしめるように
している。この各羽根板18の中心部分に吊り用
ロープ20を連結するためのリング21が一体に
備えられている。
Further, the blade plates 18 at the upper end are projected radially at equal intervals around the center line of the weight 16, so that the angle thereof becomes vertical when freely falling in water. A ring 21 for connecting a hanging rope 20 is integrally provided at the center of each wing plate 18.

このように構成される土砂採取用コアーサンプ
ラーを使用して例えば水底のサンプル採取を行う
には、リング21に吊り用ロープ20を結び、コ
アーサンプラーを船上より水底に向けて自由落下
させる。この自由落下中は羽根板18に対する水
の抵抗により全体が垂直に向いて水底に到り、重
錘16を含むサンプラー全体の自由落下速度で水
底土砂中に打ち込まれる。そして水底土砂が締つ
た砂や砂礫であつて充分に打ち込まれないときは
吊り用ロープ20を引いて重錘16をそのストロ
ーク分だけ引き上げた後放し、重錘16のみを自
由落下させてサンプラーヘツド9に打ちつけ、こ
れを水底の土質に応じて所望回数繰り返してコア
ーチユーブ1を土中に打ち込む。
To collect samples from the bottom of the water using the core sampler configured as described above, for example, the hanging rope 20 is tied to the ring 21, and the core sampler is allowed to fall freely from the ship to the bottom of the water. During this free fall, the entire sampler is oriented vertically due to the water resistance against the blade plate 18 and reaches the bottom of the water, and the entire sampler including the weight 16 is driven into the bottom sediment at the free fall speed. If the bottom sediment is compacted sand or gravel and cannot be driven in sufficiently, pull the hanging rope 20 and lift the weight 16 by that stroke and then release it, allowing only the weight 16 to fall freely and reach the sampler head. 9, and repeat this a desired number of times depending on the soil quality of the water bottom to drive the core tube 1 into the soil.

このようにして水底土砂中にコアーチユーブ1
を打ち込むことにより土砂をコアーチユーブ1内
に圧入させ、その後、吊り用ロープ20を引いて
土中より抜き取り水上に引き上げる。この引き上
げの際にコアーチユーブ1内の土砂はコアーキヤ
ツチヤー3が閉じる位置まで降下されるが、コア
ーキヤツチヤー3の閉動作とともに可撓性薄膜7
が土砂とともに押し下げられコアーキヤツチヤー
3の遮閉板4,4……の上面を覆いそれ以上の土
砂の流下が防止される。
In this way, the core cube 1 is placed in the bottom sediment.
The earth and sand are forced into the core tube 1 by driving the earth and sand, and then the hanging rope 20 is pulled to extract it from the earth and raise it above the water. During this lifting, the earth and sand in the core chamber 1 is lowered to the position where the core catcher 3 is closed, but as the core catcher 3 closes, the flexible thin film 7
is pushed down together with the earth and sand and covers the upper surface of the shielding plates 4, 4, . . . of the core catcher 3, preventing further earth and sand from flowing down.

又従来のサンプラーでも、その先端内部に本考
案と同様なコアーキヤツチヤーを備えたものがあ
るが、コアーキヤツチヤーのみでは特に砂質土の
採取の場合、コアーキヤツチヤーの〓間より採取
土が水と共に流出して採取できないことが多いが
本考案のサンプラーでは上述した可撓性薄膜7の
作用により砂質土でも完全に採取できる。
In addition, some conventional samplers are equipped with a core catcher similar to the present invention inside their tip, but if only a core catcher is used, especially when sampling sandy soil, In many cases, the sampled soil flows out with water and cannot be sampled, but with the sampler of the present invention, even sandy soil can be completely sampled due to the action of the flexible thin film 7 described above.

本考案の土砂採取用コアーサンプラーは上述の
如く構成され、コアーチユーブの上端に延長させ
た縦軸に一定のストロークだけ上下動自在に重錘
を支持させ、この重錘の上端を吊り用ロープをも
つて吊り上げるようにしたことにより、サンプラ
ーを水底に投下後吊り用ロープの引張、及びその
引張解除操作をもつてコアーチユーブの打ち込み
がなされることとなり、従来のように振動を得る
ために大がかりで複雑な装置が必要でなくなり、
廉価で製造でき、しかも操作も簡便であり、手軽
に砂礫地質等のサンプル採取ができることとなつ
たものである。
The core sampler for soil sampling of the present invention is constructed as described above, and has a vertical shaft extending from the upper end of the core cube that supports a weight that can move up and down by a certain stroke, and the upper end of the weight is attached to a hanging rope. As a result, after dropping the sampler to the bottom of the water, the lifting rope must be pulled and the tension released to drive the core tube. equipment is no longer needed,
It can be manufactured at a low cost and is easy to operate, making it possible to easily collect samples of sand and gravel geology.

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

第1図は本考案のコアーサンプラーの全体の概
略を示す縦断面図、第2図はコアーチユーブの下
端部分の右半分を省略した拡大断面図、第3図は
サンプラーヘツド部分の右半分を省略した拡大断
面図、第4図は第1図中−線拡大断面図であ
る。 1……コアーチユーブ、3……コアーキヤツチ
ヤー、7……可撓性薄膜、15……縦軸、16…
…重錘、18……羽根板、20……吊り用ロー
プ。
Fig. 1 is a vertical sectional view showing the overall outline of the core sampler of the present invention, Fig. 2 is an enlarged sectional view with the right half of the lower end of the core tube omitted, and Fig. 3 is an enlarged sectional view with the right half of the sampler head omitted. FIG. 4 is an enlarged cross-sectional view taken along the line--in FIG. 1. DESCRIPTION OF SYMBOLS 1... Core tube, 3... Core catcher, 7... Flexible thin film, 15... Vertical axis, 16...
... Weight, 18 ... Feather plate, 20 ... Hanging rope.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 下端にその開口部を開閉するコアーキヤツチヤ
ーを備えた中空筒状のコアーチユーブと、該コア
ーチユーブの上端に縦軸を介して支持させた重錘
とを有し、該重錘の上端に吊り用ロープを連結自
在にしてなる土砂採取用コアーサンプラーにおい
て、前記重錘は下端部稍上方を太くした略流線形
に形成し、かつ、その上端に水中落下姿勢規制用
の羽根板を備え、該重錘の中心に前記縦軸を貫通
させて該重錘を縦軸に対し一定ストロークだけ移
動自在に支持させ、前記コアーキヤツチヤーの上
面側にあつてコアーチユーブの内面に一端を固着
した筒状の可撓性薄膜を備えたことを特徴として
なる土砂採取用コアーサンプラー。
It has a hollow cylindrical core tube with a core catcher at its lower end that opens and closes the opening, and a weight supported via a vertical shaft at the upper end of the core tube. In a core sampler for collecting soil and sand, which can be freely connected to ropes, the weight is formed into a substantially streamlined shape with a slightly thicker bottom end, and is equipped with a wing plate at the upper end for regulating the posture of falling into water. A cylindrical tube having the vertical shaft penetrated through the center of the weight so as to be movable by a fixed stroke with respect to the vertical axis, and located on the upper surface side of the core carrier and having one end fixed to the inner surface of the core tube. A core sampler for collecting sediment that is characterized by being equipped with a flexible thin film.
JP424583U 1983-01-18 1983-01-18 Core sampler for soil sampling Granted JPS59112145U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP424583U JPS59112145U (en) 1983-01-18 1983-01-18 Core sampler for soil sampling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP424583U JPS59112145U (en) 1983-01-18 1983-01-18 Core sampler for soil sampling

Publications (2)

Publication Number Publication Date
JPS59112145U JPS59112145U (en) 1984-07-28
JPH0119069Y2 true JPH0119069Y2 (en) 1989-06-02

Family

ID=30135840

Family Applications (1)

Application Number Title Priority Date Filing Date
JP424583U Granted JPS59112145U (en) 1983-01-18 1983-01-18 Core sampler for soil sampling

Country Status (1)

Country Link
JP (1) JPS59112145U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0545948Y2 (en) * 1986-05-29 1993-11-30
JP5327948B2 (en) * 2008-09-01 2013-10-30 三谷セキサン株式会社 Pile hole filling sampling method, sampling device

Also Published As

Publication number Publication date
JPS59112145U (en) 1984-07-28

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