JPH0355674Y2 - - Google Patents

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Publication number
JPH0355674Y2
JPH0355674Y2 JP18344286U JP18344286U JPH0355674Y2 JP H0355674 Y2 JPH0355674 Y2 JP H0355674Y2 JP 18344286 U JP18344286 U JP 18344286U JP 18344286 U JP18344286 U JP 18344286U JP H0355674 Y2 JPH0355674 Y2 JP H0355674Y2
Authority
JP
Japan
Prior art keywords
cylinder
piston
head cover
sample
sample collection
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
JP18344286U
Other languages
Japanese (ja)
Other versions
JPS6391587U (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 JP18344286U priority Critical patent/JPH0355674Y2/ja
Publication of JPS6391587U publication Critical patent/JPS6391587U/ja
Application granted granted Critical
Publication of JPH0355674Y2 publication Critical patent/JPH0355674Y2/ja
Expired legal-status Critical Current

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  • 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、シルト層などの地
質の状態を調べる地質ボーリング調査において、
少量の試料でも確実に採取できる試料採取装置に
関するものである。
[Detailed explanation of the invention] (Industrial application field) This invention is used in geological boring surveys to investigate the geological conditions of underground clay layers, silt layers, etc.
This invention relates to a sample collection device that can reliably collect even a small amount of sample.

(従来技術) 一般の地質ボーリング調査では、第12図に示
すように、掘削機によつて試料採取位置まで圧入
することによつて掘削した掘削孔1に、試料採取
装置の本体2を連結管3に順次連結されて挿入す
ると共に、試錐機4によつて該装置本体2の試料
採取筒2a内から第13図に示すような試料5を
採取し、その採取された試料5から各地層5a〜
5eの積層状態や圧密度を検知している。ところ
で、試料採取筒2aを掘削孔1の底面に押込んだ
ときに、その試料採取筒20の先端が岩石などの
硬質土壌や支持層に突き合つて、それ以上押込む
ことができない場合がある。この場合、試料採取
筒2a内には少量の試料5しか採取されていない
が、その少量の試料5でも有益である。従つて、
試料採取筒2aをそのまま引上げて、その中の試
料5を得たい場合がある。しかし、試料5は少量
であるから、試料採取筒2aによる試料5に対す
るバキユーム効果は小さく、小さな衝撃でも加わ
れば、試料採取筒2a内から試料5が落下してし
まうものである。
(Prior art) In general geological boring surveys, as shown in Fig. 12, the main body 2 of the sampling device is connected to a connecting pipe into a bore hole 1 drilled by an excavator to the sample sampling position. At the same time, a sample 5 as shown in FIG. ~
5e's lamination state and compaction degree are detected. By the way, when the sample sampling tube 2a is pushed into the bottom of the excavation hole 1, the tip of the sample sampling tube 20 may come into contact with hard soil such as rock or a support layer, making it impossible to push it any further. . In this case, only a small amount of sample 5 is collected in the sample collection tube 2a, but even that small amount of sample 5 is useful. Therefore,
There are cases where it is desired to pull up the sample collection cylinder 2a as it is and obtain the sample 5 inside it. However, since the sample 5 is small, the vacuum effect on the sample 5 by the sample sampling cylinder 2a is small, and if even a small impact is applied, the sample 5 will fall from within the sample sampling cylinder 2a.

従来の試料採取装置では、試料採取筒2aが途
中で固定されない。従つて、上記のように試料採
取筒2aが途中までしか押出されなかつたときに
は、その試料採取筒2aは装置本体2と一体とな
つて引き上げられず、装置本体2がある程度引上
げられて試料採取筒2aが最下降した時点から、
試料採取筒2aは装置本体2と共に引上げられる
ものである。従つて、試料採取筒2aが最下降し
たときの衝撃でその試料採取筒2a内の試料5が
落下することがあり、試料採取が失敗に終わつて
しまうものである。
In the conventional sample collecting device, the sample collecting cylinder 2a is not fixed midway. Therefore, when the sample collection tube 2a is pushed out only halfway as described above, the sample collection tube 2a is not pulled up together with the device main body 2, and the device body 2 is pulled up to a certain extent and the sample collection tube is pushed out. From the moment 2a reaches its lowest point,
The sample collection cylinder 2a is pulled up together with the main body 2 of the apparatus. Therefore, the sample 5 in the sample collecting cylinder 2a may fall due to the impact when the sample collecting cylinder 2a is lowered to its lowest position, resulting in a failure in sample collection.

(考案が解決しようとする問題点) 本考案は、上記の従来技術に鑑み、試料採取筒
の押込量が僅かでも、その試料採取筒を装置本体
に固定して試料に衝撃がかからないようにし、も
つて、少量の試料でも確実に採取できるようにし
た地質ボーリング調査における試料採取装置を提
供することを目的としている。
(Problems to be Solved by the Invention) In view of the above-mentioned conventional technology, the present invention fixes the sample sampling tube to the main body of the apparatus to prevent impact from being applied to the sample even if the amount of pushing of the sample tube is small. The object of the present invention is to provide a sample collection device for geological boring surveys that can reliably collect even a small amount of sample.

(問題点を解決するための手段) 上記問題点を解決するために、本考案は、装置
本体12を掘削孔1中に順次送り込み、かつ装置
本体12内に圧力水を供給するための連結管10
につながれた装置本体12には、ヘツドカバー1
4と、そのヘツドカバー14の外周部から下方へ
長く延びるシリンダチユーブたる外筒16と、ヘ
ツドカバー14の中心部から外筒16と同芯状で
しかもその外筒16のほぼ全長にわたつて突設さ
れた中心軸17と、該中心軸17の下端部に固着
されたガイドブロツク18とが具備された地質ボ
ーリング調査における試料採取装置において、外
筒16内に、上下二つのピストン19,20を中
心軸17に沿つて昇降自在に設け、下部側ピスト
ン20から下方へのびてその下端部が外筒16と
ガイドブロツク18との間の間隙から外へ臨む試
料採取筒6を設け、上部側ピストン19とヘツド
カバー14との間のシリンダ室22をヘツドカバ
ー14を貫通する通路23を介して連結管10の
管路10aに連通させ、両ピストン19,20間
に、常時は下部側ピストン20を中心軸17にロ
ツクしているが、シリンダ室22内に圧力された
圧力水により上部側ピストン19が下降させられ
たときには押されて下部側ピストン20のロツク
を解除するクラツチ装置21を設けてなる構成を
採用するものである。
(Means for Solving the Problems) In order to solve the above problems, the present invention provides a connecting pipe for sequentially feeding the device body 12 into the excavation hole 1 and supplying pressurized water into the device body 12. 10
The head cover 1 is attached to the device main body 12 connected to the
4, an outer cylinder 16 which is a cylinder tube extending downward from the outer periphery of the head cover 14, and an outer cylinder 16 which is concentric with the outer cylinder 16 and protrudes from the center of the head cover 14 over almost the entire length of the outer cylinder 16. In a sample collecting device for geological boring surveys, which is equipped with a central shaft 17 and a guide block 18 fixed to the lower end of the central shaft 17, two pistons 19 and 20, upper and lower, are placed inside an outer cylinder 16 and are connected to the central shaft 17. A sample collection tube 6 is provided which can be freely raised and lowered along the lower piston 17, extends downward from the lower piston 20, and whose lower end faces outward through the gap between the outer tube 16 and the guide block 18. The cylinder chamber 22 between the cylinder chamber 22 and the head cover 14 is communicated with the pipe line 10a of the connecting pipe 10 through a passage 23 penetrating the head cover 14, and between both pistons 19 and 20, the lower piston 20 is normally aligned with the center shaft 17. However, when the upper piston 19 is lowered by pressurized water in the cylinder chamber 22, a clutch device 21 is provided which is pushed to release the lock of the lower piston 20. It is something.

(実施例) 本考案の特徴とする概略構造は、第10図に示
すように、試料採取装置の装置本体12と、これ
に順次連結される連結管10とを設けたものであ
つて、装置本体12は、次の構造よりなる。即
ち、第1図に示すように、最上部のヘツドカバー
14の上端部に、連結管10との連結管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14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2
3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。
(Embodiment) As shown in FIG. 10, the schematic structure of the present invention is that the device is provided with a device main body 12 of a sample collecting device and a connecting pipe 10 that is sequentially connected to the main body 12 of the sample collecting device. The main body 12 has the following structure. That is, as shown in FIG. 1, a connecting pipe 15 to the connecting pipe 10 is provided at the upper end of the uppermost head cover 14, and a cylinder tube 16, which is an outer cylinder extending downward, is attached to the outer periphery of the head cover 14. At the same time, a hollow central shaft 17 is provided at the center of the head cover 14 and extends 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. 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 is a passage 2 provided in the head cover 14.
3, and the lower piston 20 has a sample collection cylinder 6, which is an inner cylinder that extends downward from its outer circumference, connected to a screw 24.
Installed by.

上クラツチ機構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26
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の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4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
してなる構造よりなる。
The upper clutch mechanism 21 includes a receiving ring 26 that is screwed to the upper part of the lower piston 20 and has a first tapered surface 25 on its inner peripheral surface.
The first
A sliding ring 29 (see FIG. 4) having a second tapered surface 27 facing the tapered surface 25 and forming one crack 28, and urging the sliding ring 29 upward. The second spring 31 is provided on the receiving ring 26 and urges the upper piston 19 upward, and the urging force of the second spring 31 is greater than that of the first spring 30. It consists of a smaller structure.

そしてシリンダ室22には、連結管10の管路
10aから通路23を通つて圧力水が圧送される
ようになつているが、圧力水が圧送されたときに
は、第1図に示すように摺動リング29は第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が入つた状態にあり、上部側ピストン1
9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。そして圧力水がシリ
ンダ室22に導入されたときは、第2図に示すよ
うに、上部側ピストン19は第2ばね31の押圧
力に抗して下降すると共に、摺動リング29を第
1ばね30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は被採取土壌W中に喰込んでいく。
Pressure water is forced into the cylinder chamber 22 from the conduit 10a of the connecting pipe 10 through the passage 23, but when the pressure water is fed under pressure, it slides as shown in FIG. The ring 29 is pressed against 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
The upper piston 1 is engaged with the central shaft 17 with a so-called clutch device 21 inserted therein.
9 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, as shown in FIG. 30, and as a result, the sliding ring 29 is released from the pressing action of the tapered surface 25 of the receiving ring 26, so that its inner diameter expands and the so-called clutch device 21 is disengaged. Pushed by the upper piston 19, the lower piston 20 integrally formed with the clutch device 21 also descends, and the sample collection cylinder 6 attached to the piston 20 digs 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5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
一端部に連結部15が設けられ、該連結部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被連結部37
が設けられ、該被連結部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37
cと、他端部中央部に突設されたガイドパイプ3
7dとからなる。
Next, the structure of the connecting pipe 10 will be described in detail with reference to FIG.
a male threaded portion 15a formed on the outer periphery of one end;
It consists of an engaging protrusion 15b protruding from the end face of one end, and a connected part 37 at the other end on the opposite side.
The connected portion 37 includes a sleeve nut 37a screwed into the outer periphery of the other end, an engagement recess 37b drilled in the end face of the other end, and further formed on the inner periphery of the end of the sleeve nut 37a. female threaded part 37
c, and a guide pipe 3 protruding from the center of the other end.
It consists of 7d.

したがつて連結管10を順次連結するには、第
6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、かつ連結部10の係合
突起15bを被連結部37の係合凹部37bに係
合させ、これによつて第10図に示すように、周
方向に変位することなく互いに連結され、連結管
10,10の外周面に形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)11,1
1が一直線上に来るように規制され、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を強固に連結するようになつている。
Therefore, in order to sequentially connect the connecting pipes 10, as shown in FIG.
This fits into the guide pipe 37d of the connected part 37 of the adjacent connecting pipe 10, and engages the engagement protrusion 15b of the connected part 10 with the engagement recess 37b of the connected part 37, thereby causing the second As shown in Fig. 10, confirmation marks (consisting of scribed lines, stamped lines, printed lines, etc.) 11, 1 are connected to each other without displacement in the circumferential direction and are formed on the outer peripheral surfaces of the connecting pipes 10, 10.
1 is regulated so that it is in a straight line, and then,
By screwing the female threaded portion 37c of the sleeve nut 37a into the male threaded portion 15a, both connecting pipes 10,
10 are firmly connected.

さらに試料採取筒6の構造を第7図〜第9図に
よつて詳述すること、内径75mm、長さ650mm程度
の筒状体からなり、その上下方向略全域にわたつ
てV字溝状の転写部9が形成され、その下端縁6
aが掘削用に尖つており、その上端部に着脱用の
ビス孔6bが設けられている。
Furthermore, the structure of the sample collection tube 6 will be explained in detail with reference to FIGS. 7 to 9. It is made up of a cylindrical body with an inner diameter of 75 mm and a length of about 650 mm, with a V-shaped groove extending over almost the entire vertical direction. A transfer portion 9 is formed, and its lower edge 6
A is pointed for digging, and a screw hole 6b for attachment and detachment is provided at its upper end.

第10図に示す全体図において、装置本体12
の外周面には、当該装置本体12の向き(東西南
北のいずれか一定の方向)を確認するための目印
13を設けており、この目印13は、試料採取筒
6の転写部9及び連結管10の目印11と向きが
一致するようにしている。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。
In the overall view shown in FIG.
A mark 13 is provided on the outer circumferential surface of the device body 12 to confirm the direction of the device main body 12 (one fixed direction, east, west, north, south, etc.). The direction is made to match the direction of the mark 11 of 10. Incidentally, reference numeral 4 denotes a drilling machine for supporting the connecting pipe 10 in a vertical state and sending it underground.

作動方法について説明すると、第10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
させると共に、第1図に示すように、その連結管
10の被連結部のガイドパイプ37dに装置本体
12の連結部15を嵌合し、前者の係合凹孔37
bに後者の係合突起15bを係合させ、かつスリ
ーブナツト37aを連結部15の雄ねじ部15a
にねじ込むことによつて、第10図に示すよう
に、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が一直線上に来て
連結されることになる。なお、この場合、第10
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、これによつて連結
管10及び装置本体12に設けられた確認用目印
11,13が軸中心から所定の方向、例えば北側
に位置しているのであれば、試料採取筒6の転写
部9も北側に位置していることになる。第1図に
おいて、外筒たるシリンダチユーブ16の下端部
にピン40を転写部9のV溝に係嵌させるように
突設し、該ピン40に規制されて試料採取筒6の
下降時に該転写部9と装置本体12の確認用目印
13との間に位置づれが発生しないよう配慮して
いる。
To explain the operation method, as shown in FIG. 10, 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. As shown in FIG.
b, and the sleeve nut 37a is engaged with the male threaded portion 15a of the connecting portion 15.
By screwing them in, as shown in FIG. 10, the confirmation marks 11 and 13 provided on the outer peripheral surfaces of the connecting pipe 10 and the device main body 12 are aligned and connected. In this case, the 10th
As shown in the figure, it is necessary to make the transfer part 9 of the sample collection cylinder 6 and the confirmation mark 13 of the apparatus main body 12 coincide with the polymerization state in advance. If the confirmation marks 11 and 13 provided on are located in a predetermined direction from the axis center, for example, on the north side, then the transfer portion 9 of the sample collection cylinder 6 is also located on the north side. In FIG. 1, a pin 40 is provided at the lower end of the cylinder tube 16, which is an outer cylinder, so as to be engaged with the V-groove of the transfer part 9. Care is taken to prevent misalignment between the portion 9 and the confirmation mark 13 on the device body 12.

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
に規制しながら連結し、所定深度に達し、装置本
体12内の試料採取筒6及びシリンダチユーブ1
6の先端縁が被採取土壌W(第1図)の位置に来
た時点で、水圧ポンプ41を作動させ、連結管1
0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2図
に示すように、試料採取筒6は被採取土壌W中に
深く喰い込み、しかして下部側ピストン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を取出すことによつて、該採
取筒6の転写部9が常に所定側に設けられている
ため、第11図に示すように試料7には転写部9
により転写されるV字溝状の被転写部(目印)8
が常に所定方向、例えば北側の側面に形成されて
おり、これによつて試料7に表れる地層7a〜7
dが北側の目印8を基準としてどのような方向に
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. The sample collection tube 6 and the cylinder tube 1 are connected in a straight line until they reach a predetermined depth.
When the tip edge of the connecting pipe 1 reaches the position of the sampled soil W (Fig. 1), the water pressure pump 41 is activated and the connecting pipe 1
By introducing pressure water into the cylinder chamber 22 of the apparatus main body 12 through the pipe line 10a of 0, the sample collection tube 6 digs deeply into the soil W to be sampled, as shown in FIG. When the lower piston 20 comes into contact with the guide block 18 in the fixed position, the water pressure pump 41 stops pumping the pressure water, and the connecting pipe 10 is successively pulled up to remove the sample 7 collected from the sample collection cylinder 6. By taking out the sample 7, since the transfer part 9 of the sampling tube 6 is always provided on the predetermined side, the transfer part 9 is attached to the sample 7 as shown in FIG.
A V-shaped groove-shaped transfer area (mark) 8 is transferred by
is always formed in a predetermined direction, for example, on the north side, and as a result, the strata 7a to 7 appearing in the sample 7
It is possible to accurately detect in what direction d is displaced with respect to the north landmark 8.

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、(第3図状態)、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る。この場合、もし上述の
クラツチ装置21がなければ、たとえ圧力水の送
水を停止しても、引き上げ時に下部側ピストンロ
ツド20はその自重によつてガイドブロツク18
に当接するまで下降し、試料採取筒6内に真空吸
引力が生起して試料がみだれ、正確な地層、圧密
度を検知することができない。
As mentioned above, when the clutch device 21 is disconnected by the pressing force of the pressurized water and the sample collection tube 6 is lowered,
If the lower edge 6a of the sampling cylinder 6 hits hard soil such as rocks or a supporting layer during its descent, and it is impossible to dig any further, the clutch device is activated by stopping the supply of pressurized water at that point. 21 is inserted (state in FIG. 3), the lower piston 20 is locked to the central shaft 17, and the sample collection cylinder 6 attached to the piston 20 can be pulled up without shaking in the axial direction. In this case, if the above-mentioned clutch device 21 is not provided, even if the supply of pressure water is stopped, the lower piston rod 20 will be pushed against the guide block 18 by its own weight when pulling up.
The specimen descends until it comes into contact with the specimen cylinder 6, and a vacuum suction force is generated within the specimen collection tube 6, causing the specimen to stagnate, making it impossible to accurately detect the strata and degree of consolidation.

(考案の効果) 本考案によれば、試料採取筒を被採取土壌に押
し込んだときに、その試料採取筒の先端が岩石な
どの硬質土壌や支持層に突き合つて、それぞれ以
上押込むことができない場合でも、上部側ピスト
ンへの圧力水の圧力が無くなると、クラツチ装置
の作用により下部側ピストンが中心軸に固定さ
れ、その状態のまま装置本体を地上まで引上げる
ことができ、その引上げの最に下部側ピストン下
がつて衝撃を与えることはないから、試料採取筒
内の試料が少量であるにもかかわらず、確実にそ
の試料を得ることができる。
(Effects of the invention) According to the invention, when the sample collection cylinder is pushed into the soil to be sampled, the tip of the sample collection cylinder butts against hard soil such as rocks or the supporting layer, making it difficult to push each part further. Even if this is not possible, when the pressure of the pressurized water to the upper piston disappears, the lower piston is fixed to the central shaft by the action of the clutch device, and the main body of the device can be pulled up to the ground in this state, and the lifting process is Finally, since the lower piston does not fall down and cause an impact, the sample can be reliably obtained even if the sample in the sample collection cylinder is small.

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

第1図は本考案の一実施例の縦断正面図、第2
図は同作業状態の縦断正面図、第3図は本考案実
施例の要部たるクラツチ装置の拡大縦断面図、第
4図は同装置の要部たる摺動リングの斜視図、第
5図は本考案実施例の要部たる連結管の縦断面
図、第6図は同要部拡大縦断面図、第7図は本考
案実施例の他の要部たる採取筒の正面図、第8図
は同平面図、第9図は同縦断正面図、第10図は
本考案実施例の使用状態を示す概略図、第11図
は本考実施例によつて採取される試料の斜視図、
第12図は従来例の使用状態を示す概略説明図、
第13図は同従来例によつて採取される試料の積
層状態を示す図である。 6……採取筒、10……連結管、12……装置
本体、14……ヘツドカバー、16……シリンダ
チユーブ、17……中心軸、18……ガイドブロ
ツク、19……上部側ピストン、20……下部側
ピストン,21……クラツチ装置,22……シリ
ンダ装置、23……通路。
Fig. 1 is a longitudinal sectional front view of one embodiment of the present invention;
3 is an enlarged longitudinal sectional view of the clutch device, which is the main part of the embodiment of the present invention, FIG. 4 is a perspective view of the sliding ring, which is the main part of the device, and FIG. 5 is a front view of the same working state. 6 is an enlarged vertical sectional view of the connecting pipe, which is the main part of the embodiment of the present invention, FIG. 7 is a front view of the sampling tube, which is the other main part of the embodiment of the invention, Figure 9 is a plan view of the same, Figure 9 is a longitudinal sectional front view of the same, Figure 10 is a schematic diagram showing the usage state of the embodiment of the present invention, Figure 11 is a perspective view of a sample collected by the embodiment of the present invention,
FIG. 12 is a schematic explanatory diagram showing the usage state of the conventional example;
FIG. 13 is a diagram showing a stacked state of samples collected by the conventional example. 6... Collection tube, 10... Connection tube, 12... Device main body, 14... Head cover, 16... Cylinder tube, 17... Center shaft, 18... Guide block, 19... Upper piston, 20... ... lower piston, 21 ... clutch device, 22 ... cylinder device, 23 ... passage.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 装置本体を掘削孔中に順次送り込み、かつ装置
本体内に圧力水を供給するための連結管につなが
れた装置本体には、ヘツドカバーと、そのヘツド
カバーの外周部から下方へ長く延びるシリンダチ
ユーブたる外筒と、ヘツドカバーの中心部から外
筒と同芯状でしかもその外筒のほぼ全長にわたつ
て突設された中心軸と、該中心軸の下端部に固着
されたガイドブロツクとが具備された地質ボーリ
ング調査における試料採取装置において、外筒内
に、上下二つのピストンを中心軸に沿つて昇降自
在に設け、下部側ピストンから下方へのびてその
その下端部が外筒とガイドブロツクとの間の間隙
から外へ臨む試料採取筒を設け、上部側ピストン
とヘツドカバーとの間のシリンダ室をヘツドカバ
ーを貫通する通路を介して連結管の管路に連通さ
せ、両ピストン間に、常時は下部側にピストンを
中心軸にロツクしているが、シリンダ室内に圧力
された圧力水により上部側ピストンが下降させら
れたときには押されて下部側ピストンのロツクを
解除するクラツチ装置を設けてなる地質ボーリン
グ調査における試料採取装置。
The device body is connected to a connecting pipe for sequentially sending the device body into the excavation hole and supplying pressurized water into the device body.The device body has a head cover and an outer cylinder that is a cylinder tube that extends downward from the outer periphery of the head cover. A geological structure comprising a central shaft protruding from the center of the head cover concentrically with the outer cylinder and spanning almost the entire length of the outer cylinder, and a guide block fixed to the lower end of the central shaft. In a sample collection device used in a boring survey, two pistons, an upper and a lower one, are installed in an outer cylinder so that they can move up and down along the central axis, and the piston extends downward from the lower piston so that its lower end is located between the outer cylinder and the guide block. A sample collection cylinder is provided that faces outward from the gap, and the cylinder chamber between the upper piston and the head cover is communicated with the conduit of the connecting pipe through a passage that passes through the head cover. The piston is locked on the central axis, but when the upper piston is lowered by pressure water inside the cylinder chamber, a clutch device is provided that is pushed to release the lock on the lower piston. Sample collection device.
JP18344286U 1986-11-27 1986-11-27 Expired JPH0355674Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18344286U JPH0355674Y2 (en) 1986-11-27 1986-11-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18344286U JPH0355674Y2 (en) 1986-11-27 1986-11-27

Publications (2)

Publication Number Publication Date
JPS6391587U JPS6391587U (en) 1988-06-14
JPH0355674Y2 true JPH0355674Y2 (en) 1991-12-11

Family

ID=31130181

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18344286U Expired JPH0355674Y2 (en) 1986-11-27 1986-11-27

Country Status (1)

Country Link
JP (1) JPH0355674Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015190187A (en) * 2014-03-28 2015-11-02 基礎地盤コンサルタンツ株式会社 ground sampling device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015190187A (en) * 2014-03-28 2015-11-02 基礎地盤コンサルタンツ株式会社 ground sampling device

Also Published As

Publication number Publication date
JPS6391587U (en) 1988-06-14

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