JPS6330447B2 - - Google Patents
Info
- Publication number
- JPS6330447B2 JPS6330447B2 JP56067442A JP6744281A JPS6330447B2 JP S6330447 B2 JPS6330447 B2 JP S6330447B2 JP 56067442 A JP56067442 A JP 56067442A JP 6744281 A JP6744281 A JP 6744281A JP S6330447 B2 JPS6330447 B2 JP S6330447B2
- Authority
- JP
- Japan
- Prior art keywords
- boring
- boring machine
- rod
- machine body
- guide posts
- 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
Links
- 238000000034 method Methods 0.000 description 5
- 238000005070 sampling Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/022—Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Description
【発明の詳細な説明】
本発明は、地質調査及び、地下ボーリングのい
づれも行なえる機械に関するもので、移動が簡単
で且つ操作容易になるものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a machine capable of both geological surveying and underground boring, which is simple to move and easy to operate.
従来地質調査の方法としては、オランダ式二重
管コーン貫入試験方法、シンウオールサンプリン
グ法、等があるが、それぞれの方法を実施する装
置としては、前者は１本の油圧シリンダーによつ
てマントルコーンを摺動できるようにしたもので
あり、後者はサンプラーロツドを入力で押し込
む、チエーンブロツクと滑車で押し下げる、ウイ
ンチと滑車で行なう、水圧圧入方式で行なう、等
の手段で行なつているか、いづれも地下ボーリン
グを行なえる装置ではない。 Conventional geological survey methods include the Dutch double tube cone penetration test method and the thin wall sampling method, but the former uses a mantle cone with a single hydraulic cylinder to carry out each method. The latter can be done by pushing the sampler rod by input, pushing it down with a chain block and pulley, using a winch and pulley, or using a hydraulic press-in method. However, it is not a device that can perform underground boring.
更に、従来のボーリング或いは地質調査専用機
は、基台が固定されていて、傾斜地で使用する場
合には、基台自体の傾斜を調節することによつて
ボーリングの鉛直性を出す方法を採つているが、
その調節が面倒であつた。 Furthermore, conventional boring or geological survey machines have fixed bases, and when used on sloped areas, a method is used to adjust the inclination of the base itself to maintain the verticality of the boring. There are, but
The adjustment was troublesome.
本発明は、地下ボーリングを行なう装置でもつ
て地質調査も行なえるとともに水平ないしは傾斜
方向のボーリングないし調査を簡便な装置であつ
て、実施例に沿つて、詳細に説明すると、地上に
据置ける基台１上に基枠２を組み立て、該基枠２
に二本のガイドポスト３，３′の下端部をピン４
によつて回動自在に軸着するとともに、ボーリン
グマシン本体５が、ガイドポスト３，３′内に設
けられた二本のシリンダー６，６′によつて懸垂
支持され、ガイドポスト３，３′の高さ分を摺動
スパーンとしてボーリングマシン本体５が上下動
するものである。図中５ａはボーリングマシン本
体が上限に近づいた場合の位置を示し、５ｂはガ
イドポスト３，３′がピン４によつて地面と平行
になつた場合のボーリングマシン本体を示してい
る。７はボーリングロツドを示し、８は油圧モー
ター、９はボーリングマシン本体５の駆動モータ
ー、１０はコーンプーリーをそれぞれ示す。 The present invention is an apparatus for underground boring that can also be used for geological surveys, and is a simple apparatus for boring or surveying in horizontal or inclined directions. Assemble the base frame 2 on top of the base frame 2.
Attach the lower ends of the two guide posts 3 and 3' to pin 4.
The boring machine main body 5 is supported in suspension by two cylinders 6, 6' provided inside the guide posts 3, 3'. The boring machine main body 5 moves up and down using the height as a sliding spar. In the figure, 5a shows the position of the boring machine main body when it approaches the upper limit, and 5b shows the boring machine main body when the guide posts 3, 3' are parallel to the ground by the pins 4. Reference numeral 7 indicates a boring rod, 8 a hydraulic motor, 9 a drive motor for the boring machine main body 5, and 10 a cone pulley.
ここで、この実施例を換言要約すると、基台１
上に固設された基枠２に、二本のガイドポスト
３，３′を一定間隔で平行に配置すると共に同一
軸芯をもつピン４，４に垂直から水平に倒伏自在
に設け、該二本のガイドポスト３，３′内に二本
の油圧シリンダー６，６′を設けると共にこれら
油圧シリンダー６，６′のロツド先端を前記ピン
４，４に回動自在に連結し、前記油圧シリンダー
本体にボーリングマシーン本体５を横架連設して
前記二本のガイドポスト３，３′に沿つて移動自
在に構成し、前記ボーリングマシーン本体５を、
ボーリングロツド７と、二重管の地質調査用管
（図外）とを取り替え自在に装着できるよう構成
し、且つ、前記ボーリングマシーン本体５にボー
リングロツド７を回転駆動する駆動モータ９を設
けたということである。 Here, to summarize this embodiment in other words, the base 1
Two guide posts 3, 3' are arranged parallel to each other at regular intervals on a base frame 2 fixedly installed above, and are provided on pins 4, 4 having the same axis so that they can be freely lowered from vertical to horizontal. Two hydraulic cylinders 6, 6' are provided in the book guide posts 3, 3', and the rod ends of these hydraulic cylinders 6, 6' are rotatably connected to the pins 4, 4, and the hydraulic cylinder body A boring machine main body 5 is horizontally connected and movable along the two guide posts 3 and 3', and the boring machine main body 5 is
The boring rod 7 and the double-pipe geological survey pipe (not shown) are configured so that they can be installed interchangeably, and the boring machine main body 5 is provided with a drive motor 9 for rotationally driving the boring rod 7. That is to say.
上記構成になる本発明の作用及び効果を説明す
ると、地中、地下をボーリングする際には、ボー
リングマシン本体５にボーリングロツド７を挿通
し、駆動モーターでボーリングロツド７を回転さ
せながら、油圧モーター８によつて、ボーリング
マシン本体を上下動させて地中をボーリングする
ものである。 To explain the operation and effect of the present invention having the above configuration, when boring underground, the boring rod 7 is inserted into the boring machine main body 5, and while the boring rod 7 is rotated by the drive motor, A hydraulic motor 8 moves the boring machine body up and down to perform boring underground.
次に地質調査する場合は、例えばオランダ式コ
ーン貫入試験法の場合は、マントルコーンをロツ
ドの先端に取付けられるように、内管および外管
とからなる二重管をボーリングロツド７に代えて
ボーリングマシン本体５に挿入し、先端にマント
ルコーンを接続して、ボーリングマシン本体５を
油圧モーター８によつて静かに下降させ所望の地
中深さまでマントルコーンを圧入し、然る後に二
重管をボーリングマシン本体とともに上昇させれ
ばよい。 For the next geological survey, for example, in the case of the Dutch cone penetration test method, a double tube consisting of an inner tube and an outer tube should be used instead of the boring rod 7 so that the mantle cone can be attached to the tip of the rod. It is inserted into the boring machine main body 5, a mantle cone is connected to the tip, the boring machine main body 5 is gently lowered by the hydraulic motor 8, the mantle cone is press-fitted to the desired underground depth, and then the double pipe is inserted. All you have to do is raise it together with the boring machine itself.
尚、シンウオールサンプリングの場合も同様に
して行なえる。 Note that thin wall sampling can be performed in the same manner.
以上の通り、本発明にかかる地質調査装置によ
れば、基台上に固設された基枠に、二本のガイド
ポストを一定間隔で平行に配置すると共に同一軸
芯をもつピンに垂直から水平に倒伏自在に設け、
該二本のガイドポスト内に二本の油圧シリンダー
を設けると共にこれら油圧シリンダーのロツド先
端を前記ピンに回動自在に連結し、前記油圧シリ
ンダー本体にボーリングマシーン本体を横架連設
して前記二本のガイドポストに沿つて移動自在に
構成し、前記ボーリングマシーン本体を、ボーリ
ングロツドと地質調査管とを取り替え自在に装着
できるよう構成し、且つ、前記ボーリングマシー
ン本体にボーリングロツドを回転駆動する駆動モ
ーターを設けたので、次の作用効果を奏するに到
つたのである。 As described above, according to the geological survey device according to the present invention, two guide posts are arranged parallel to each other at regular intervals on the base frame fixed on the base, and the two guide posts are arranged perpendicularly to the pins having the same axis. Installed so that it can be laid down horizontally,
Two hydraulic cylinders are provided within the two guide posts, and the rod tips of these hydraulic cylinders are rotatably connected to the pin, and a boring machine body is horizontally connected to the hydraulic cylinder body. The boring rod is configured to be movable along a book guide post, and the boring rod and the geological survey tube can be attached to the boring machine body in a replaceable manner, and the boring rod is rotationally driven to the boring machine body. By providing a drive motor to do this, the following effects were achieved.
即ち、従来のボーリング専用機と地質調査専用
機を格別に製作する必要がなくなり、一機種製作
するだけで両方の目的を達成できるとともに、殊
に、二本のガイドポストと二本の油圧シリンダと
を垂直から水平に倒伏可能とする構成によつて、
水平地面での鉛直方向のボーリングやサンプリン
グのみならず、傾斜地での鉛直方向のボーリング
やサンプリングが容易に成し得ると共に切り通し
や山道横の直立する岩壁に対する地質調査のため
のサンプリングが極めて容易に成し得る実用的効
果を奏するという点に最大の特徴が存する。 In other words, it is no longer necessary to separately manufacture conventional boring machines and geological survey machines, and it is possible to achieve both purposes by manufacturing one model. With a configuration that allows it to be lowered from vertical to horizontal,
Not only can vertical boring and sampling be carried out on horizontal ground, but also vertical boring and sampling can be easily carried out on sloped ground, and sampling for geological surveys on cut-throughs and upright rock walls next to mountain roads is extremely easy. Its greatest feature lies in its ability to produce practical effects.
第１図は本発明装置の実施例を示す正面図であ
る。
１……基台、２……基枠、３，３′……ガイド
ポスト、４，４′……ピン、６，６′……シリンダ
ー、７……ボーリングロツド、８……油圧モータ
ー。
FIG. 1 is a front view showing an embodiment of the device of the present invention. 1... Base, 2... Base frame, 3, 3'... Guide post, 4, 4'... Pin, 6, 6'... Cylinder, 7... Boring rod, 8... Hydraulic motor.
Claims (1)
ストを一定間隔で平行に配置すると共に同一軸芯
をもつピンに垂直から水平に倒伏自在に設け、該
二本のガイドポスト内に二本の油圧シリンダーを
設けると共にこれら油圧シリンダーのロツド先端
を前記ピンに回動自在に連結し、前記油圧シリン
ダー本体にボーリングマシーン本体を横架連設し
て前記二本のガイドポストに沿つて移動自在に構
成し、前記ボーリングマシーン本体を、ボーリン
グロツドと地質調査用管とを取り替え自在に装着
できるよう構成し、且つ、前記ボーリングマシー
ン本体にボーリングロツドを回転駆動する駆動モ
ーターを設けた地質調査装置。1. Two guide posts are arranged parallel to each other at regular intervals on a base frame fixed on a base, and installed on pins having the same axis so that they can be freely lowered from vertical to horizontal, and inside the two guide posts. Two hydraulic cylinders are provided in the cylinder, and the rod tips of these hydraulic cylinders are rotatably connected to the pin, and a boring machine body is horizontally connected to the hydraulic cylinder body, and the boring machine body is connected horizontally to the hydraulic cylinder body, and the boring machine body is connected horizontally to the hydraulic cylinder body, and the rod tip of these hydraulic cylinders is rotatably connected to the said pin. The boring machine is configured to be movable, and the boring machine body is configured so that a boring rod and a geological survey pipe can be attached to the boring machine body in a freely replaceable manner, and the boring machine body is provided with a drive motor for rotationally driving the boring rod. Geological survey equipment.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6744281A JPS57184115A (en) | 1981-05-01 | 1981-05-01 | Soil surveying device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6744281A JPS57184115A (en) | 1981-05-01 | 1981-05-01 | Soil surveying device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57184115A JPS57184115A (en) | 1982-11-12 |
| JPS6330447B2 true JPS6330447B2 (en) | 1988-06-17 |
Family
ID=13345042
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6744281A Granted JPS57184115A (en) | 1981-05-01 | 1981-05-01 | Soil surveying device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57184115A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100257718B1 (en) * | 1995-06-26 | 2000-06-01 | 이상춘 | Fender |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4976306A (en) * | 1972-11-25 | 1974-07-23 |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5148494Y2 (en) * | 1972-10-23 | 1976-11-22 |
-
1981
- 1981-05-01 JP JP6744281A patent/JPS57184115A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4976306A (en) * | 1972-11-25 | 1974-07-23 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57184115A (en) | 1982-11-12 |
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