JPH0415830Y2 - - Google Patents

Info

Publication number
JPH0415830Y2
JPH0415830Y2 JP1986183440U JP18344086U JPH0415830Y2 JP H0415830 Y2 JPH0415830 Y2 JP H0415830Y2 JP 1986183440 U JP1986183440 U JP 1986183440U JP 18344086 U JP18344086 U JP 18344086U JP H0415830 Y2 JPH0415830 Y2 JP H0415830Y2
Authority
JP
Japan
Prior art keywords
sample
tube
cylinder
sample collection
piston
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
JP1986183440U
Other languages
Japanese (ja)
Other versions
JPS6391585U (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 JP1986183440U priority Critical patent/JPH0415830Y2/ja
Publication of JPS6391585U publication Critical patent/JPS6391585U/ja
Application granted granted Critical
Publication of JPH0415830Y2 publication Critical patent/JPH0415830Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Sampling And Sample Adjustment (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【考案の詳細な説明】 (産業上の利用分野) この考案は、地中の粘土層、シルト層や圧密度
などの地質の状態を調べる場合に、採取しようと
する試料に方向性検知用目印を形成することがで
きるようにした地質ボーリング調査における試料
採取装置に関するものである。
[Detailed explanation of the invention] (Industrial application field) This invention is designed to mark the direction of the sample to be collected when investigating geological conditions such as underground clay layers, silt layers, and compaction. This invention relates to a sample collection device for geological boring surveys that enables the formation of

(従来技術) 一般の地質ボーリング調査では、第11図に示
すように、試錐機4に連結管3を順次継ぎ足し、
その最下端の連結管3に接続された試料採取装置
の装置本体2を掘削孔1に挿入した後、該装置本
体2により地層の試料を採取し、次に上記とは逆
の手順で装置本体2を地上に引上げ、装置本体2
内から第12図に示すような試料5を取り出して
いる。
(Prior art) In general geological boring surveys, as shown in FIG.
After inserting the device body 2 of the sampling device connected to the connecting pipe 3 at the lowest end into the excavation hole 1, a sample of the stratum is collected by the device body 2, and then the device body is 2 to the ground, and remove the device body 2.
A sample 5 as shown in FIG. 12 was taken out from inside.

上記構成によれば、採取された試料5から各地
層5a〜5eの積層状態や圧密度を検知すること
ができるが、各地層5a〜5eの方向性、例えば
シルト層または粘土層が第12図のイ〜ニに示す
ように、どのような方向に積層状態が変化してい
るかを検知することができなかつた。
According to the above configuration, it is possible to detect the lamination state and consolidation degree of each layer 5a to 5e from the collected sample 5, but the directionality of each layer 5a to 5e, for example, the silt layer or clay layer is As shown in (a) to (d), it was not possible to detect in what direction the lamination state was changing.

そこで従来、各地層の方向性を検知する技術と
して、特開昭58−168791号公報に記載の試料採取
装置がある。
Therefore, as a conventional technique for detecting the directionality of each layer, there is a sample collecting device described in Japanese Patent Application Laid-open No. 168791/1983.

これは、回転駆動されるアウターチユーブ内
に、コア、即ち試料を採取するための試料採取筒
を回転不能に嵌挿し、該試料採取筒内の下端部
に、試料をキヤツチするための昇降自在なコアリ
フターと、試料の外周面に方向性検知用目印を刻
設するための爪を有するクローリングとを内嵌さ
せたものであつて、上記アウターチユーブの先端
に設けたビツトにより地層を掘削し、これにより
削り残された試料を上記試料採取筒内に侵入させ
て、該試料の外周面にクローリングの爪により方
向検知用目印を刻設し、所定深さまで掘削した
後、試料の下端部をコアリフターによりキヤツチ
し、該試料を引き上げるようになつている。
In this system, a core, that is, a sample collection tube for collecting a sample, is non-rotatably inserted into an outer tube that is driven to rotate, and a movable tube for catching the sample is attached to the lower end of the sample collection tube. A core lifter and a crawling ring having a claw for carving a direction detection mark on the outer circumferential surface of the sample are fitted inside, and the stratum is excavated with a bit provided at the tip of the outer tube. The remaining sample is allowed to enter the sample collection cylinder, a direction detection mark is carved on the outer circumferential surface of the sample using a crawling claw, and after excavation to a predetermined depth, the lower end of the sample is inserted into the core. A lifter is used to catch and lift the sample.

(考案が解決しようとする問題点) 上記従来の試料採取装置によれば、試料採取筒
の内側にコアリフター及びクローリングが配設さ
れているため、試料と試料採取筒との間に若干の
間隙があり、該試料は試料採取筒に支持されてい
ない。したがつて、掘削時の振動やビツトに当た
つた礫、小石などにより試料が崩壊される恐れが
あり、また試料採取筒内でも、試料にコアリフタ
ーやクローリングが当たつて、該試料が崩される
恐れがあり、試料を地中にあつた状態のまま採取
することは極めて困難である。
(Problems to be solved by the invention) According to the above-mentioned conventional sample collection device, since the core lifter and crawling ring are arranged inside the sample collection cylinder, there is a slight gap between the sample and the sample collection cylinder. , and the sample is not supported by the sampling tube. Therefore, there is a risk that the sample may be broken due to vibrations during excavation, gravel, pebbles, etc. that hit the bit, and there is also a risk that the sample may be broken due to the core lifter or crawling hitting the sample inside the sample collection cylinder. It is extremely difficult to collect samples while they are still underground.

更に地中深くにある土壌は当然に強大な圧密状
態にあり、この圧密状態にある土壌を試料採取筒
内に採集した場合、該試料採取筒と土壌との間に
間隙があれば、圧密状態から開放されるため、採
取された土壌、即ち試料は膨張し、該試料の外周
面に刻設した方向検知用目印が消去される恐れが
あり、特に膨張や崩壊しやすい軟弱土壌の場合に
は、その傾向が甚だしいという欠点がある。
Furthermore, soil deep underground is naturally in a highly compacted state, and when soil in this compacted state is collected into a sampling tube, if there is a gap between the sampling tube and the soil, it will be in a consolidated state. Because the sample is released from the soil, the sample expands, and there is a risk that direction detection marks engraved on the outer surface of the sample may be erased, especially in the case of soft soil that is prone to expansion and collapse. , the disadvantage is that this tendency is severe.

本考案は、上記従来の問題点に鑑み、試料を、
それに転写された方向性検知用目印が消去されな
いようにして、地中にあつた状態のまま取りだす
ことができる地質ボーリング調査における試料採
取装置を提供することを目的としている。
In view of the above-mentioned conventional problems, the present invention has been developed to
It is an object of the present invention to provide a sample collection device for geological boring surveys, which can prevent the directionality detection mark transferred thereto from being erased and can take it out while it is still in the ground.

(問題点を解決するための手段) 上記目的を達成するための本考案の構成を、実
施例に対応する符号を付して説明すると、試錐機
4に複数の連結管10を順次継ぎ足し、その最下
端の連結管10にシリンダチユーブ16を接続
し、該シリンダチユーブ16内に試料採取筒6を
嵌挿すると共に、該試料採取筒6をシリンダチユ
ーブ16に内装したピストン19,20に一体連
結し、該ピストン19,20の下降により試料採
取筒6がシリンダチユーブ16の先端開口部から
外部に突出可能とし、前記試料採取筒6の内面
に、その軸方向の略全長にかけて地層の方向性検
知用目印8を試料7に転写するための突条、溝な
どの線状転写部9を形成してなる構成を採用する
ものである。
(Means for Solving the Problems) The structure of the present invention for achieving the above object will be described with reference numerals corresponding to the embodiments. A cylinder tube 16 is connected to the connecting pipe 10 at the lowermost end, and a sample collection cylinder 6 is inserted into the cylinder tube 16, and the sample collection cylinder 6 is integrally connected to pistons 19 and 20 installed inside the cylinder tube 16. , by lowering the pistons 19 and 20, the sample collection cylinder 6 can protrude outward from the opening at the tip of the cylinder tube 16, and a ring is provided on the inner surface of the sample collection cylinder 6 over almost its entire axial length for detecting the directionality of the strata. A configuration is adopted in which a linear transfer portion 9 such as a protrusion or groove is formed for transferring the mark 8 onto the sample 7.

(実施例) 第1図〜第3図は本考案の一実施例たる試料採
取装置に用いられる試料採取筒6を示すものであ
つて、内径75mm、長さ650mm程度の筒状体からな
り、その軸方向の略全長にかけてV字溝条の線状
転写部9が形成され、その下端6aが地層押し込
まれやすいように尖つており、その上端部に着脱
用のビス孔6bが設けられている。
(Example) Figures 1 to 3 show a sample collection tube 6 used in a sample collection device which is an example of the present invention, and is made of a cylindrical body with an inner diameter of 75 mm and a length of about 650 mm. A linear transfer part 9 in the form of a V-shaped groove is formed over almost the entire length in the axial direction, the lower end 6a of which is pointed so that it can be easily pushed into the ground, and the upper end thereof is provided with a screw hole 6b for attachment and detachment. .

試料採取装置の概略構造は、第9図に示すよう
に、装置本体12と、これに順次連結される連結
管10とからなり、上述した試料採取筒6は装置
本体12内に内蔵されている。そして各連結管1
0及び装置本体12の外周面には転写部9と一致
する目印11,13を形成し、その目印11,1
3により装置本体12の向き(東西南北のいずれ
か一定の方位)を確認することができるようにな
つている。尚、4は連結管10を垂直状態に支持
すると共に、これを地中に送り出すための試錐機
である。
As shown in FIG. 9, the schematic structure of the sample collection device consists of a device main body 12 and connecting pipes 10 that are successively connected to the device body 12, and the above-mentioned sample collection tube 6 is built into the device main body 12. . and each connecting pipe 1
0 and the outer circumferential surface of the device main body 12 are formed with marks 11 and 13 that coincide with the transfer portion 9, and the marks 11 and 1
3 makes it possible to confirm the orientation of the main body 12 of the device (any fixed direction, north, south, east or west). Incidentally, reference numeral 4 denotes a drilling machine for supporting the connecting pipe 10 in a vertical state and sending it underground.

第4図によつて試料採取装置の構造を詳述する
と、装置本体12は、次の構造よりなる。即ち、
最上部のヘツドカバー14の上端部に、連結管1
0との連結部15を設け、ヘツドカバー14の外
周部に、下方に長く延びる外筒たるシリンダチユ
ーブ16が取付けられると共に、ヘツドカバー1
4の中心部に中空状の中心軸17がシリンダチユ
ーブ16のほぼ全長にわたつて突設され、該中心
軸17の下端部にガイドブロツク18が固着され
ている。シリンダチユーブ16内には、ヘツドカ
バー14側に対応する上部側ピストン19と、そ
れより下方に位置する下部側ピストン20が設け
られ、これら両ピストン19,20に中心軸17
が貫通して設けられると共に、上部側と下部側の
ピストン19,20の間には後述の作用を有する
クラツチ装置21が設けられている。上部側ピス
トン19に対面するシリンダ室22はヘツドカバ
ー14に設けた通路23を介して連結管10の管
路10aに連通しており、下部側ピストン20に
は、その外周部から下方に長く延びる内筒たる試
料採取筒6がビス24によつて取付けられる。
Describing the structure of the sample collection device in detail with reference to FIG. 4, the device main body 12 has the following structure. That is,
Connecting pipe 1 is attached to the upper end of the uppermost head cover 14.
A cylinder tube 16, which is an outer cylinder extending downward, is attached to the outer circumference of the head cover 14.
A hollow central shaft 17 is protruded from the center of the cylinder tube 16 over almost the entire length of the cylinder tube 16, and a guide block 18 is fixed to the lower end of the central shaft 17. Inside the cylinder tube 16, an upper piston 19 corresponding to the head cover 14 side and a lower piston 20 located below it are provided.
is provided therethrough, and a clutch device 21 is provided between the upper and lower pistons 19, 20, the function of which will be described later. The cylinder chamber 22 facing the upper piston 19 communicates with the conduit 10a of the connecting pipe 10 through a passage 23 provided in the head cover 14, and the lower piston 20 has an inner wall extending downward from its outer periphery. A cylindrical sample collection cylinder 6 is attached with screws 24.

上記クラツチ機構21は、下部側ピストン20
の上部にねじ止めされると共にその内周面に上す
ぼまりの第1テーパ面25を有する受けリング2
6と、中心軸17に昇降自在に外嵌すると共に第
1テーパ面25に対向する上すぼまりの第2テー
パ面27を有し、かつ一つの割れ目28を形成し
た摺動リング29(第8図参照)と、該摺動リン
グ29を上方へ付勢する第1ばね30と、受けリ
ング26上に設けられて上部側ピストン19を上
方へ付勢する第2ばね31とからなり、該第2ば
ね31の付勢力を第1ばね30のそれよりも小さ
くしている。
The clutch mechanism 21 includes a lower piston 20
A receiving ring 2 which is screwed to the upper part of the ring and has a first tapered surface 25 tapered upward on its inner circumferential surface.
6, and a sliding ring 29 (a second sliding ring 29) which is fitted onto the center shaft 17 so as to be able to rise and fall freely, has a second tapered surface 27 facing the first tapered surface 25, and has one crack 28. 8), a first spring 30 that biases the sliding ring 29 upward, and a second spring 31 provided on the receiving ring 26 that biases the upper piston 19 upward. The biasing force of the second spring 31 is made smaller than that of the first spring 30.

そしてシリンダ室22は連結管10の圧力水給
排用管路10aに通路23を介して連通してお
り、圧力水がシリンダ室22内に圧送されないと
きには、第4図に示すように摺動リング29が第
1ばね30の押圧力を受けて受けリング26の第
1テーパ面25に圧接し、これにより摺動リング
29がすぼまつて中心軸17に係止し、所謂クラ
ツチ装置21が入つた状態になり、上部側ピスト
ン19はクラツチ装置21の第2ばね31を介し
て中心軸17に係止されている。また圧力水がシ
リンダ室22に導入されたときは、第5図に示す
ように上部側ピストン19が第2ばね31の押圧
力に抗して下降し、摺動リング29を第1ばね3
0の押圧力に抗して下降せしめ、これによつて摺
動リング29は、受けリング26のテーパ面25
の押接作用から開放されるため、その内径が広が
り、所謂クラツチ装置21が切れるため、上部側
ピストン19に押されて、クラツチ装置21と一
体形成された下部側ピストン20も下降し、該ピ
ストン20に取付けられた試料採取筒6が被採取
土壌W中に押し込まれる。
The cylinder chamber 22 communicates with the pressure water supply and discharge pipe 10a of the connecting pipe 10 via a passage 23, and when pressure water is not fed into the cylinder chamber 22, a sliding ring is inserted as shown in FIG. 29 comes into pressure contact with the first tapered surface 25 of the receiving ring 26 under the pressure of the first spring 30, and as a result, the sliding ring 29 is brought down and locked onto the central shaft 17, and the so-called clutch device 21 is inserted. In this state, the upper piston 19 is locked to the central shaft 17 via the second spring 31 of the clutch device 21. When pressurized water is introduced into the cylinder chamber 22, the upper piston 19 moves down against the pressing force of the second spring 31, as shown in FIG.
The sliding ring 29 is lowered against a pressing force of
Since it is released from the pressing action of the clutch device 21, its inner diameter expands and the so-called clutch device 21 is disengaged, so that the lower piston 20, which is integrally formed with the clutch device 21, is also lowered by being pushed by the upper piston 19, and the piston The sample sampling tube 6 attached to the sample sampling cylinder 20 is pushed into the soil W to be sampled.

この際、下降する下部側ピストン20と、定位
置にあるガイドブロツク18との間の空気は矢印
で示すように空気抜き孔32から中心軸17の中
空部17aを通り、逆止弁33を押し開け、上部
側の空気抜き孔34より外部に放出されるように
なつており、同様に下部側ピストン20にも下方
側に空気が抜ける逆止弁付空気抜き路35が設け
られている。なおまた36は上部側ピストン19
の上限位置を規制するストツパーである。
At this time, the air between the descending lower piston 20 and the guide block 18 in the fixed position passes from the air vent hole 32 through the hollow part 17a of the central shaft 17 as shown by the arrow, and pushes the check valve 33 open. The air is discharged to the outside from the air vent hole 34 on the upper side, and similarly, the lower piston 20 is also provided with an air vent passage 35 with a check valve through which air escapes downward. Furthermore, 36 is the upper piston 19
This is a stopper that regulates the upper limit position.

次に連結管10の構造を第6図によつて詳述す
ると、長さが約20m程度のパイプ状本体10bの
一端部に設けられた連結部15は、一端部外周に
形成された雄ねじ部15aと、一端部端面に突設
された係合突起15bとからなり、また、これと
反対側の他端部に設けられた被連結部37は、他
端部外周にねじ込まれたスリーブナツト37a
と、他端部端面に穿設された係合凹孔37bと、
更にスリーブナツト37aの端部内周に形成され
た雌ねじ部37cと、他端部中央部に突設された
ガイドパイプ37dとからなる。
Next, the structure of the connecting pipe 10 will be described in detail with reference to FIG. 6. The connecting part 15 provided at one end of the pipe-shaped main body 10b having a length of about 20 m is a male threaded part formed on the outer periphery of the one end. 15a and an engaging protrusion 15b protruding from the end face of one end, and a connected part 37 provided at the other end opposite to this is a sleeve nut 37a screwed into the outer periphery of the other end.
and an engagement recess 37b bored in the end face of the other end.
The sleeve nut 37a further includes a female threaded portion 37c formed on the inner periphery of the end, and a guide pipe 37d projecting from the center of the other end.

したがつて連結管10を順次連結する場合に
は、まず第7図に示すように、連結管10の連結
部15を、これに隣り合う連結管10の被連結部
37のガイドパイプ37dに嵌合し、かつ係合突
起15bを係合凹部37bに係合させる。これに
よつて第9図に示すように、各連結管10が周方
向に変位することなく互いに連結され、連結管1
0,10の外周面に開成された確認用目印(ケガ
キ線、刻印線、印刷線などからなる)11,11
が一直線上に来るように規制される。しかる後、
スリーブナツト37aの雌ねじ部37cを雄ねじ
部15aにねじ込むことによつて両連結管10,
10を強固に連結することができる。
Therefore, when connecting the connecting pipes 10 one after another, first, as shown in FIG. 7, the connecting part 15 of the connecting pipe 10 is fitted into the guide pipe 37d of the connected part 37 of the adjacent connecting pipe 10. and engage the engagement protrusion 15b with the engagement recess 37b. As a result, as shown in FIG. 9, the connecting pipes 10 are connected to each other without being displaced in the circumferential direction, and the connecting pipes 1
Confirmation marks (consisting of scribed lines, stamped lines, printed lines, etc.) 11, 11 opened on the outer peripheral surfaces of 0, 10
are regulated so that they are in a straight line. After that,
By screwing the female threaded portion 37c of the sleeve nut 37a into the male threaded portion 15a, both connecting pipes 10,
10 can be firmly connected.

作動方法について説明すると、第9図に示すよ
うに、まず試錐機4に設けたチヤツク筒38を油
圧シリンダ39によつて上昇させた状態におい
て、チヤツク筒38の筒内部に連結管10を挿通
し、上述の連結管10どうしの連結手順と同様の
手順で最下端の連結管10に装置本体12を連結
し(第4図参照)、連結管10と装置本体12と
の互いの外周面に設けた確認用目印11,13を
一致させる。なお、この場合、第9図に示すよう
に、試料採取筒6の転写部9と、装置本体12の
確認用目印13とを予め重合状態に一致させてお
くことが必要で、これによつて転写部9の方位を
連結管10及び装置本体12の確認用目印11,
13の方位により検知することができる。なお第
4図に示すように、シリンダチユーブ16の下端
部に突設したピン40を転写部9のV溝に係嵌さ
せることにより、試料採取筒6の下降時に、転写
部9が装置本体12の確認用目印13から位置づ
れしないようにできる。
To explain the operation method, as shown in FIG. 9, first, the chuck tube 38 provided in the drilling machine 4 is raised by the hydraulic cylinder 39, and the connecting pipe 10 is inserted into the inside of the chuck tube 38. , connect the device body 12 to the lowermost connecting tube 10 in the same procedure as the above-mentioned connecting tube 10 to each other (see FIG. 4), and connect the connecting tube 10 and the device body 12 to each other on their outer peripheral surfaces Match the confirmation marks 11 and 13. In this case, as shown in FIG. 9, it is necessary to make the transfer part 9 of the sample collection tube 6 and the confirmation mark 13 of the device main body 12 coincide with the polymerization state in advance. The direction of the transfer section 9 is determined by the confirmation mark 11 on the connecting pipe 10 and the device main body 12.
It can be detected from 13 directions. As shown in FIG. 4, by fitting a pin 40 protruding from the lower end of the cylinder tube 16 into the V-groove of the transfer section 9, the transfer section 9 can be attached to the main body 12 of the apparatus when the sample collection tube 6 is lowered. The position can be prevented from shifting from the confirmation mark 13.

次に連結管10を下降させて装置本体12を掘
削孔1に挿入し、装置本体12が試料採取位置に
達するまで順次、連結管10,10を前述のよう
に確認用目印11,11が同一直線上に来るよう
に規制しながら継ぎ足し、試料採取筒6及びシリ
ンダチユーブ16の先端縁が被採取土壌W(第1
図)に当接した時点で、水圧ポンプ41を作動さ
せ、連結管10の管路10aを通つて圧力水を装
置本体12のシリンダ室22に導入することによ
つて、第5図に示すように、試料採取筒6を被採
取土壌W中に押し込み、下部側ピストン20が定
位置にあるガイドブロツク18に当接した時点で
水圧ポンプ41から圧力水の圧送を停止し、その
まま連結管10を順次引上げ、試料採取筒6内か
ら採取された試料7を取出す。この場合、転写部
9が常に所定方位に向けられているため、第10
図に示すように、試料7には同方位の方向性検知
用目印8が転写され、これによつて試料7に表れ
る地層7a〜7dがどのような方向に変位してい
るかを正確に検知することができる。
Next, the connecting pipe 10 is lowered and the device main body 12 is inserted into the excavation hole 1, and the connecting pipes 10, 10 are sequentially moved until the confirmation marks 11, 11 are the same as described above until the device main body 12 reaches the sample collection position. Add the sample while regulating it so that it is in a straight line, and the tip edge of the sample sampling cylinder 6 and cylinder tube 16 is the soil to be sampled W (first
5), the water pressure pump 41 is activated to introduce pressurized water into the cylinder chamber 22 of the device main body 12 through the conduit 10a of the connecting pipe 10, as shown in FIG. Then, the sample collection tube 6 is pushed into the soil W to be sampled, and when the lower piston 20 comes into contact with the guide block 18 in the fixed position, the hydraulic pump 41 stops feeding the pressure water, and the connecting pipe 10 is continued. The specimens 7 are sequentially pulled up and taken out from inside the specimen collection cylinder 6. In this case, since the transfer unit 9 is always oriented in a predetermined direction, the 10th
As shown in the figure, a directionality detection mark 8 in the same direction is transferred onto the sample 7, thereby accurately detecting in what direction the strata 7a to 7d appearing on the sample 7 are displaced. be able to.

なお、上述のように圧力水の押圧力によつてク
ラツチ装置21が切れて試料採取筒6が下降する
際に、その下降途上で採取筒6の下端縁6aが岩
石などの硬質土壌や支持層に突き合つて、それ以
上掘進できない場合には、その時点で圧力水の送
水を停止することによつて、クラツチ装置21が
入るから、下部側ピストン20は中心軸17に係
止され、該ピストン20に取付けられている試料
採取筒6を軸方向に動揺させることなく引き上げ
ることができ、その引き上げ時に下部側ピストン
20が自重によつて下降するのを阻止し、試料採
取筒6内に真空吸引力が生起して試料がみだれる
のを防止することができる。
In addition, as mentioned above, when the clutch device 21 is disconnected by the pressing force of the pressurized water and the sample collection tube 6 descends, the lower edge 6a of the sample collection tube 6 is exposed to hard soil such as rocks or a support layer on the way down. If it is impossible to dig any further due to the collision, the clutch device 21 is engaged by stopping the supply of pressurized water at that point, so that the lower piston 20 is locked to the central shaft 17 and the piston The sample collection tube 6 attached to the sample collection tube 20 can be pulled up without shaking in the axial direction, and when it is pulled up, the lower piston 20 is prevented from descending due to its own weight, and a vacuum is drawn into the sample collection tube 6. It is possible to prevent the sample from sagging due to force.

(考案の効果) 以上述べたごとく本考案によれば、試料が試料
採取筒の内面で支持され、しかもピストンの下降
により試料採取筒を地層に押し込むことにより、
地層に振動を与えることなく試料を採取すること
ができるため、その採取時に試料が崩壊する恐れ
がなく、試料を地中にあつた状態のまま採取する
ことができる。
(Effects of the invention) As described above, according to the invention, the sample is supported on the inner surface of the sampling cylinder, and by pushing the sampling cylinder into the stratum by lowering the piston,
Since samples can be collected without shaking the strata, there is no risk of the sample collapsing during collection, and the sample can be collected while it is still underground.

また試料は、その外周面が試料採取筒の内面に
密着した状態で採取されるから、冒頭に述べた従
来装置のように、試料が膨張してそれに転写した
方向性検知用目印が消去される恐れがなく、地層
の状態を正確に検知することができ、特に膨張や
崩壊しやすい軟弱地層から試料を採取する場合に
最適である。
In addition, since the sample is collected with its outer circumferential surface in close contact with the inner surface of the sample collection cylinder, the sample expands and the directional detection mark transferred to it is erased, as in the conventional device mentioned at the beginning. It is possible to accurately detect the condition of strata without any fear, and is especially suitable for collecting samples from soft strata that are prone to expansion or collapse.

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

第1図は本考案の一実施例たる試料採取装置に
用いられる試料採取筒の縦断正面図、第2図は同
平面図、第3図は同縦断面図、第4図は試料採取
装置の装置本体を掘削孔に挿入した状態の縦断面
図、第5図は同装置による試料採取作業状態の縦
断正面図、第6図は同装置に用いる連結管の縦断
正面図、第7図は同要部拡大縦断正面図、第8図
は同装置に用いるクラツチ装置の要部の斜視図、
第9図は同使用状態を示す全体の概略図、第10
図は同装置により採取される試料の斜視図、第1
1図は従来装置の概略説明図、第12図は地層の
状態を示す概略図である。 4……試錐機、6……試料採取筒、7……試
料、8……方向検知用目印、9……転写部、10
……連結管、16……シリンダチユーブ、19,
20……ピストン。
Fig. 1 is a longitudinal sectional front view of a sample collecting tube used in a sample collecting device which is an embodiment of the present invention, Fig. 2 is a plan view of the same, Fig. 3 is a longitudinal sectional view of the same, and Fig. 4 is a longitudinal sectional view of the sample collecting cylinder used in a sample collecting device which is an embodiment of the present invention. Fig. 5 is a vertical cross-sectional view of the apparatus body inserted into the excavation hole, Fig. 5 is a longitudinal cross-sectional front view of the sample collection operation using the apparatus, Fig. 6 is a longitudinal cross-sectional front view of the connecting pipe used in the apparatus, and Fig. 7 is the same. FIG. 8 is a perspective view of the main parts of the clutch device used in the device;
Figure 9 is an overall schematic diagram showing the state of use, Figure 10
The figure is a perspective view of the sample collected by the same device.
FIG. 1 is a schematic explanatory diagram of a conventional device, and FIG. 12 is a schematic diagram showing the state of the strata. 4...Test drill, 6...Sample collection tube, 7...Sample, 8...Direction detection mark, 9...Transfer section, 10
... Connecting pipe, 16 ... Cylinder tube, 19,
20... Piston.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 試錐機に複数の連結管を順次継ぎ足し、その最
下端の連結管にシリンダチユーブを接続し、該シ
リンダチユーブ内に試料採取筒を嵌挿すると共
に、該試料採取筒をシリンダチユーブに内装した
ピストンに一体連結し、該ピストンの下降により
試料採取筒がシリンダチユーブの先端開口部から
外部に突出可能とし、前記試料採取筒の内面に、
その軸方向の略全長にかけて地層の方向性検知用
目印を試料に転写するための突条、溝などの線状
転写部を形成してなる地質ボーリング調査におけ
る試料採取装置。
A plurality of connecting tubes are sequentially added to the test drilling machine, a cylinder tube is connected to the lowest connecting tube, a sample sampling tube is inserted into the cylinder tube, and the sample sampling tube is inserted into the piston installed in the cylinder tube. integrally connected so that the sample collection tube can protrude outside from the tip opening of the cylinder tube by lowering the piston, and on the inner surface of the sample collection tube,
A sample collection device used in geological boring surveys, which has a linear transcription section such as a protrusion or groove for transferring a mark for detecting the directionality of the strata onto the sample over almost its entire axial length.
JP1986183440U 1986-11-27 1986-11-27 Expired JPH0415830Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986183440U JPH0415830Y2 (en) 1986-11-27 1986-11-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986183440U JPH0415830Y2 (en) 1986-11-27 1986-11-27

Publications (2)

Publication Number Publication Date
JPS6391585U JPS6391585U (en) 1988-06-14
JPH0415830Y2 true JPH0415830Y2 (en) 1992-04-09

Family

ID=31130177

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986183440U Expired JPH0415830Y2 (en) 1986-11-27 1986-11-27

Country Status (1)

Country Link
JP (1) JPH0415830Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100786339B1 (en) 2007-04-25 2007-12-17 김영태 Core direction measuring device of drilling machine

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58168791A (en) * 1982-03-30 1983-10-05 鉱研工業株式会社 Core orientation device

Also Published As

Publication number Publication date
JPS6391585U (en) 1988-06-14

Similar Documents

Publication Publication Date Title
WO2018133886A1 (en) Rope coring drill-based engineering geology drilling construction method
NO316531B1 (en) Method for taking core samples from the seabed, as well as core sampling tubes and seabed sampling systems for use in the method
EP0978630A3 (en) Formation pressure measurement while drilling utilizing a non-rotating sleeve
NO330628B1 (en) Downhole tool and method for reducing waste in a perforation in a wellbore
TW202014685A (en) Apparatus and method for carrying out geological surveys
US5211249A (en) Apparatus and method for obtaining subterranean samples
CA2208681A1 (en) Drilling and pipe laying unit
US5076392A (en) Method and apparatus for forcing a member through material such as soil and obtaining samples therefrom
EP1117875B1 (en) Soil sampler
JPH0415830Y2 (en)
CN116261621B (en) Drilling system for recovering hardly disturbed cores from loose to solid
JPH0355673Y2 (en)
US20020020560A1 (en) Wireline system for multiple direct push tool usage
JPH0355674Y2 (en)
JP2005171487A (en) Underground water collecting apparatus
JP4303845B2 (en) Sampling equipment in geological drilling survey
CN210742067U (en) Measure drilling water injection test device of ground body permeability
JP4426676B2 (en) Sampling equipment in geological drilling survey
CN218995094U (en) Borehole shear test device for testing material-soil interface friction coefficient
JP4426677B2 (en) Sampling equipment in geological drilling survey
US20110162887A1 (en) Inserting and extracting underground sensors
JPH0453239B2 (en)
JPH0415829Y2 (en)
CN115855689A (en) Drilling shear test device and method for testing material-soil interface friction coefficient
CN114876389A (en) Automatic discharging and swing moving device for geological exploration drill rod