JPS6156732B2 - - Google Patents
Info
- Publication number
- JPS6156732B2 JPS6156732B2 JP5187982A JP5187982A JPS6156732B2 JP S6156732 B2 JPS6156732 B2 JP S6156732B2 JP 5187982 A JP5187982 A JP 5187982A JP 5187982 A JP5187982 A JP 5187982A JP S6156732 B2 JPS6156732 B2 JP S6156732B2
- Authority
- JP
- Japan
- Prior art keywords
- hydraulic cylinder
- jet
- penetrating
- main body
- rod
- 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
- 230000000149 penetrating effect Effects 0.000 claims description 23
- 230000035515 penetration Effects 0.000 claims description 17
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 238000001514 detection method Methods 0.000 claims description 7
- 239000013535 sea water Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000003028 elevating effect Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 239000004576 sand 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
Description
【発明の詳細な説明】 本発明は海底面硬度測定装置に関する。[Detailed description of the invention] The present invention relates to a seabed surface hardness measuring device.
従来、海水面上の曳船より牽引されて海底面上
を滑走する調査機上に搭載される硬度測定装置で
あつて、海底面に向け所定圧力の水ジエツトを噴
出させて掘削形成した孔内に貫入棒を落下せし
め、該貫入棒の落下量より海底面の硬度を測定す
る装置は公知であるが、該公知の装置においては
水ジエツトを形成するために大型、大重量のジエ
ツトポンプを搭載した掘削装置を使用しており、
このため装置全体が大がかりとなりかつ作業が困
難であつた。 Conventionally, this is a hardness measuring device mounted on a surveying machine that is towed by a tugboat on the sea surface and glides over the seabed. There is a known device that measures the hardness of the seabed surface by dropping a penetrating rod and measuring the amount of fall of the penetrating rod.In this known device, a large and heavy jet pump is installed to form a water jet. using the device,
For this reason, the entire device became large-scale and the work was difficult.
本発明は上記従来の欠点を除去すべくなされた
ものであつて、このため本発明は曳船により牽引
されて海底面上を滑走する調査機上に搭載される
硬度測定装置であつて、海底面に向け水ジエツト
を噴出させて掘削形成した孔内に貫入棒を落下せ
しめるよう構成されたジエツト貫入装置本体と、
該本体の上下移動のためのガイドと、該本体の昇
降機構と、前記貫入棒の海底土内貫入量を検出す
る検出装置とを備え、前記ジエツト貫入装置本体
が先端に水ジエツト噴出孔を有する前記貫入棒
と、該貫入棒と一体形成されかつ海水を吸引して
前記噴出孔より押出す水圧シリンダと、該水圧シ
リンダのピストンロツドを作動せしめるよう該水
圧シリンダに取付けられた油圧シリンダとを備え
たことを特徴とする。 The present invention has been made in order to eliminate the above-mentioned drawbacks of the conventional art, and for this reason, the present invention is a hardness measuring device mounted on a surveying machine that is towed by a tugboat and slides on the seabed surface. a jet penetration device body configured to eject a water jet toward the hole and drop the penetration rod into the drilled hole;
The jet penetrating device body includes a guide for vertically moving the main body, an elevating mechanism for the main body, and a detection device for detecting the amount of penetration of the penetrating rod into the seabed soil, and the jet penetrating device main body has a water jet ejection hole at the tip. The penetrating rod, a hydraulic cylinder integrally formed with the penetrating rod and sucking seawater and extruding it from the spout hole, and a hydraulic cylinder attached to the hydraulic cylinder to operate a piston rod of the hydraulic cylinder. It is characterized by
以下、添附図に沿つて本発明の好適な実施例に
つき説明する。 Preferred embodiments of the present invention will be described below with reference to the accompanying drawings.
図は本発明による一実施例装置の概略説明図で
あり、該実施例の装置はだいたい図示しない曳船
により牽引されて海底面1上を滑走する橇状の調
査機2に固設されたガイドレール3と、該ガイド
レール3上を走行するローラ4により上下に移動
を案内されるジエツト貫入装置本体5と、該ジエ
ツト貫入装置本体5にチエーン6と軸固定滑車7
および軸移動滑車8とを介して連結されたジエツ
ト貫入装置本体5昇降用の油圧シリンダ9と、上
記軸固定滑車7の回転軸に連結された貫入度検出
装置10とからなる。 The figure is a schematic explanatory diagram of an embodiment of a device according to the present invention, and the device of this embodiment is generally attached to a guide rail fixed to a sled-shaped surveying device 2 that slides on a seabed surface 1 while being towed by a tugboat (not shown). 3, a jet penetrating device main body 5 whose movement is guided up and down by rollers 4 running on the guide rail 3, and a chain 6 and a shaft fixing pulley 7 on the jet penetrating device main body 5.
A hydraulic cylinder 9 for lifting and lowering the jet penetration device main body 5 is connected to the shaft-moving pulley 8, and a penetration detection device 10 is connected to the rotating shaft of the shaft-fixing pulley 7.
上記ジエツト貫入装置本体5は、先端に水ジエ
ツト噴出ノズル11を有する中空の貫入棒12
と、該貫入棒12と一体に形成されかつ該貫入棒
の中空部と連通した水圧シリンダ13と、該水圧
シリンダ13上に設けられかつ水圧シリンダ13
のピストン14を作動させるべく共通のピストン
ロツド15を有する小型の油圧シリンダ16とか
らなる。油圧シリンダ16は調査機2上の図示し
ない油圧源および切換弁を介してロツド端および
ヘツド端に圧油が供給される。水圧シリンダ13
のピストン14および噴出ノズル11には図示の
ごとく逆止弁18,19が設けられている。 The jet penetration device main body 5 includes a hollow penetration rod 12 having a water jet jet nozzle 11 at its tip.
, a hydraulic cylinder 13 formed integrally with the penetrating rod 12 and communicating with the hollow part of the penetrating rod, and a hydraulic cylinder 13 provided on the hydraulic cylinder 13 and connected to the hollow part of the penetrating rod 12 .
and a small hydraulic cylinder 16 having a common piston rod 15 for actuating the pistons 14 of the two. Pressure oil is supplied to the hydraulic cylinder 16 to the rod end and the head end via a hydraulic power source and a switching valve (not shown) on the surveying machine 2. Hydraulic cylinder 13
The piston 14 and the jet nozzle 11 are provided with check valves 18 and 19 as shown in the figure.
上記油圧シリンダ9はシリンダ部を調査機2に
固定され、ピストンロツド20先端に上記移動滑
車8を軸支したもので、上記図示しない油圧源よ
りヘツド端に圧油を供給することによりジエツト
貫入装置5全体を引上げ、同ヘツド端より圧油を
解放することにより同装置5全体の自重による落
下を許すようになつている。 The hydraulic cylinder 9 has a cylinder portion fixed to the surveying machine 2, and the movable pulley 8 is pivotally supported at the tip of the piston rod 20. The jet penetrating device 5 is connected to the hydraulic cylinder 9 by supplying pressure oil to the head end from the hydraulic source (not shown). By pulling up the entire device 5 and releasing pressure oil from the end of the head, the entire device 5 is allowed to fall due to its own weight.
上記貫入度検出装置10は、滑車7軸の回転角
を電気的に取出すことにより貫入棒12の海底面
1内への貫入量を電気的に検出できるようになつ
ている。 The penetration detection device 10 is designed to electrically detect the amount of penetration of the penetration rod 12 into the seabed 1 by electrically detecting the rotation angle of the 7 shafts of the pulley.
次に、上記実施例装置の作動につき述べると、
まず昇降用油圧シリンダ9のヘツド端より圧油を
解放するとピストンロツド20が後退してジエツ
ト貫入装置本体5は貫入棒12の先端が海底面1
に着座する迄自重により降下する。このとき検出
装置10の指針をゼロにセツトする。次に、ジエ
ツト貫入装置本体5の油圧シリンダ16のピスト
ンを押出し、これにより水圧シリンダ13のピス
トンを押出してシリンダ13内に充満していた水
を所定圧力で貫入棒12先端のノズル11より噴
出させる。ノズルより水ジエツトが噴出すると該
ノズル周辺の土砂が排除されて孔が掘削形成され
る。このため装置本体5は孔の掘削形成に伴つて
自重落下し、シリンダ13内の水が全て排除され
たとき停止した貫入棒の落下量が貫入量として検
出装置10により検出される。 Next, the operation of the above embodiment device will be described.
First, when the pressure oil is released from the head end of the lifting hydraulic cylinder 9, the piston rod 20 retreats and the jet penetrating device body 5 is moved so that the tip of the penetrating rod 12 is at the bottom of the seabed.
It will descend under its own weight until it is seated. At this time, the pointer of the detection device 10 is set to zero. Next, the piston of the hydraulic cylinder 16 of the jet penetration device main body 5 is pushed out, thereby pushing out the piston of the hydraulic cylinder 13, and the water filled in the cylinder 13 is jetted out from the nozzle 11 at the tip of the penetration rod 12 at a predetermined pressure. . When a water jet is ejected from a nozzle, earth and sand around the nozzle are removed and a hole is excavated. Therefore, the device main body 5 falls under its own weight as the hole is excavated, and the amount of fall of the penetrating rod that stops when all the water in the cylinder 13 is removed is detected by the detection device 10 as the amount of penetration.
貫入棒12を引上げるには、油圧シリンダ9の
ピストンロツド20を押出すことによりチエーン
6を介して装置本体5全体を引上げる。また、水
圧シリンダ13内に再度水を充満させるには、油
圧シリンダ16のピストンを後退させることによ
り水圧シリンダ13のピストン14も同時に引上
げられ、これにより海水がシリンダ13の開口1
3aおよびピストン14の逆止弁18を通つてシ
リンダ内に流入する。このとき、逆止弁19によ
りノズル11先端からの海水の流入が阻止され
る。なお、上述した装置各部の操作並に硬度表示
は図示しないコントロールケーブルを介して曳船
上にて行うことができる。 To pull up the penetrating rod 12, the piston rod 20 of the hydraulic cylinder 9 is pushed out, and the entire device body 5 is pulled up via the chain 6. In addition, in order to fill the hydraulic cylinder 13 with water again, the piston 14 of the hydraulic cylinder 13 is also pulled up at the same time by retracting the piston of the hydraulic cylinder 16, so that the seawater flows into the opening 1 of the cylinder 13.
3a and the check valve 18 of the piston 14 into the cylinder. At this time, the check valve 19 prevents seawater from flowing in from the tip of the nozzle 11. The operation of each part of the apparatus described above as well as the hardness display can be performed on the towboat via a control cable (not shown).
以上のように、本発明によれば大型大重量のジ
エツトポンプを使用することなく比較的小型軽量
の水圧シリンダと油圧シリンダとを使用して所定
圧力の水ジエツトを発生することができるので装
置全体を小型軽量化できかつ作業性を大巾に向上
させることができる。 As described above, according to the present invention, water jet at a predetermined pressure can be generated using a relatively small and lightweight hydraulic cylinder and a hydraulic cylinder without using a large and heavy jet pump. It can be made smaller and lighter, and workability can be greatly improved.
図は本発明の一実施例を示す概略説明図であ
る。
1……海底面、2……調査機、3……ガイドレ
ール、5……ジエツト貫入装置本体、9……昇降
用油圧シリンダ、10……貫入度検出装置、11
……ノズル、12……貫入棒、13……水圧シリ
ンダ、16……油圧シリンダ。
The figure is a schematic explanatory diagram showing one embodiment of the present invention. DESCRIPTION OF SYMBOLS 1... Seabed surface, 2... Investigation machine, 3... Guide rail, 5... Jet penetration device main body, 9... Hydraulic cylinder for lifting, 10... Penetration degree detection device, 11
... Nozzle, 12 ... Penetration rod, 13 ... Hydraulic cylinder, 16 ... Hydraulic cylinder.
Claims (1)
査機上に搭載される硬度測定装置であつて、海底
面に向け水ジエツトを噴出させて掘削形成した孔
内に貫入棒を落下せしめるよう構成されたジエツ
ト貫入装置本体と、該本体の上下移動のためのガ
イドと、該本体の昇降機構と、前記貫入棒の海底
土内貫入量を検出する検出装置とを備え、前記ジ
エツト貫入装置本体が先端に水ジエツト噴出孔を
有する前記貫入棒と、該貫入棒と一体形成されか
つ海水を吸引して前記噴出孔より押出す水圧シリ
ンダと、該水圧シリンダのピストンロツドを作動
せしめるよう該水圧シリンダに取付けられた油圧
シリンダとからなる海底面硬度測定装置。1 A hardness measuring device mounted on a surveying machine that is towed by a tugboat and glides on the seabed, and is configured to eject a water jet toward the seabed and drop a penetrating rod into an excavated hole. The jet penetrating device is equipped with a jet penetrating device main body, a guide for vertically moving the main body, a lifting mechanism for the main body, and a detection device for detecting the amount of penetration of the penetrating rod into seabed soil, and the jet penetrating device main body has a tip. a hydraulic cylinder integrally formed with the penetrating rod and sucking seawater and extruding it from the jetting hole; and a hydraulic cylinder attached to the hydraulic cylinder so as to operate a piston rod of the hydraulic cylinder. A seabed surface hardness measuring device consisting of a hydraulic cylinder.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5187982A JPS58168712A (en) | 1982-03-30 | 1982-03-30 | Measurer for hardness of seabed |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5187982A JPS58168712A (en) | 1982-03-30 | 1982-03-30 | Measurer for hardness of seabed |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58168712A JPS58168712A (en) | 1983-10-05 |
JPS6156732B2 true JPS6156732B2 (en) | 1986-12-03 |
Family
ID=12899162
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5187982A Granted JPS58168712A (en) | 1982-03-30 | 1982-03-30 | Measurer for hardness of seabed |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58168712A (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH679887A5 (en) * | 1989-07-24 | 1992-04-30 | Raymond Andina | Liquid injection launching probe for soil drilling |
JP2009229163A (en) * | 2008-03-21 | 2009-10-08 | Cosmo Kensetsu Consultant:Kk | Method and instrument for testing load capacity of ground anchor |
GB2466773A (en) * | 2008-12-31 | 2010-07-07 | Itelegance Bvba | System and method for sand detection |
JP5877258B2 (en) * | 2015-03-09 | 2016-03-02 | 鹿島建設株式会社 | Quality evaluation method and quality evaluation apparatus |
-
1982
- 1982-03-30 JP JP5187982A patent/JPS58168712A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS58168712A (en) | 1983-10-05 |
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