JP3123878B2 - Ground insertion rod - Google Patents

Ground insertion rod

Info

Publication number
JP3123878B2
JP3123878B2 JP06066949A JP6694994A JP3123878B2 JP 3123878 B2 JP3123878 B2 JP 3123878B2 JP 06066949 A JP06066949 A JP 06066949A JP 6694994 A JP6694994 A JP 6694994A JP 3123878 B2 JP3123878 B2 JP 3123878B2
Authority
JP
Japan
Prior art keywords
opening
rod
ground
cylinder chamber
closing lid
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 - Lifetime
Application number
JP06066949A
Other languages
Japanese (ja)
Other versions
JPH07279158A (en
Inventor
渉 中西
Original Assignee
株式会社エヌ、アイ、テイ
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 by 株式会社エヌ、アイ、テイ filed Critical 株式会社エヌ、アイ、テイ
Priority to JP06066949A priority Critical patent/JP3123878B2/en
Publication of JPH07279158A publication Critical patent/JPH07279158A/en
Application granted granted Critical
Publication of JP3123878B2 publication Critical patent/JP3123878B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は軟弱地盤の安定、構築物
の基礎、地山の支保のための注入或いは地質調査、地中
掘削等を目的として地中に挿入される地盤挿入用ロッド
乃至モニターに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ground insertion rod or monitor which is inserted into the ground for the purpose of stabilization of soft ground, foundation of a structure, injection or geological survey for ground support, underground excavation, etc. It is about.

【0002】[0002]

【従来の技術】従来、注入や掘削等のために地中に挿入
されるロッドに関しては、挿入地盤に対してノズル等の
開口部が剥き出しのままロッドが推進挿入され、挿入地
盤に対して特に保護されるということはなく、特に硬化
材の高圧噴射注入工法においては、硬化材をはじめ、圧
力水、エアー等、多くの材料が噴射システムに組み込ま
れ、更にスライム吸入孔等を含めて注入ロッドの先端側
側壁には多くの開口部が設定されるようになり、泥土の
侵入等開口部の挿入地盤に対する保護が問題となってき
ている。
2. Description of the Related Art Conventionally, regarding a rod to be inserted into the ground for injection or excavation, the rod is propelled and inserted into an insertion ground with an opening of a nozzle or the like being exposed, and particularly to an insertion ground. It is not protected, especially in the high-pressure injection injection method of hardening material, many materials such as hardening material, pressure water, air, etc. are incorporated in the injection system, and the injection rod including the slime suction hole etc. Many openings are set on the side wall on the tip side, and protection of the opening into the ground, such as intrusion of mud, has become a problem.

【0003】[0003]

【発明が解決しようとする問題点】そのため、従来の高
圧噴射注入工法においては、注入環境が被圧水の影響下
にある場合には施工不能とされ、特に水平方向にロッド
を挿入する場合には、被圧水の影響下になくても、注入
ロッドの回動等により噴射ノズル設定部が上向きになっ
てまともに土圧を受けるので、噴射ノズルに目詰まりを
生じたり、スライムがロッド内に侵入したりして施工を
中断せざるを得ない等の問題があった。
Therefore, in the conventional high-pressure injection injection method, when the injection environment is under the influence of the pressurized water, it is impossible to perform the installation. Particularly, when the rod is inserted in the horizontal direction, Even when the injection nozzle is not under the influence of the pressurized water, the injection nozzle setting section faces upward due to the rotation of the injection rod and receives the earth pressure directly, so that the injection nozzle may be clogged or slime may be generated inside the rod. There was a problem that the construction had to be interrupted due to intrusion into the building.

【0004】また、噴射ノズルの開口径を小径にすれ
ば、注入ロッドの対象地盤挿入時における噴射ノズルの
開口部よりの注入ロッド内土砂侵入を抑止することはで
きても、硬化材等噴射時における吐出量の確保ができな
いという問題を含んでいる。
[0004] Further, if the opening diameter of the injection nozzle is made small, it is possible to prevent the intrusion of earth and sand in the injection rod from the opening of the injection nozzle when the injection rod is inserted into the target ground. However, there is a problem that it is not possible to secure the discharge amount.

【0005】開口部の保護に関しては、開閉ゲートを設
けて必要時に開閉する提案はなされているが、地盤中に
挿入されたロッドのゲートを地上からの操作により開閉
するには機構的に可なり複雑な構造となり、これに応じ
てロッドの径も大きくなってしまうという問題もあっ
た。
With respect to the protection of the opening, it has been proposed to provide an opening / closing gate to open / close when necessary, but it is mechanically possible to open / close the gate of a rod inserted into the ground by operation from the ground. There is also a problem that the structure becomes complicated and the diameter of the rod increases accordingly.

【0006】[0006]

【問題点を解決するための手段】本発明は以上の問題点
に対応して、挿入ロッドの開口部に開閉する覆蓋を設け
てロッドの地中推進時には覆蓋を閉鎖して開口部を被覆
保護し、硬化材等の噴射等開口部の作動時にのみ開放す
るようにして、土砂等のロッド内への侵入を防止しつ
つ、ロッドの地盤挿入を行うようにしたものである。
In order to solve the above problems, the present invention provides a cover for opening and closing the opening of an insertion rod, and closes the cover when the rod is underground to cover the opening. In addition, the rod is opened only when the opening such as the injection of the hardening material is actuated, thereby preventing the earth and sand from entering the rod and inserting the rod into the ground.

【0007】また、開口部覆蓋の構造を開口部に添って
摺動する開閉蓋に構成し、開閉蓋に設けた受圧部を摺動
可能に収納するシリンダー室を設け、シリンダー室内に
圧送する流体圧により開閉蓋の受圧部を作動操作して開
口部の開閉操作を行うようにした。
Further, the structure of the opening cover is constituted by an opening / closing lid which slides along the opening, a cylinder chamber for slidably storing a pressure receiving portion provided on the opening / closing lid is provided, and a fluid to be pumped into the cylinder chamber is provided. The opening / closing operation of the opening is performed by operating the pressure receiving portion of the opening / closing lid by pressure.

【0008】更に、必要がある場合にはシリンダー室の
所定位置にノズル機構を設け、開閉蓋受圧部の所定位置
への移動に対応してシリンダー室への圧送流体がノズル
機構によって所定方向に噴射されるように構成すること
により、ロッド開閉蓋の作動流体をロッド内の搬送力に
利用できるようにして、ロッド内搬送機構の簡素化に資
するようにした。
Further, if necessary, a nozzle mechanism is provided at a predetermined position in the cylinder chamber, and a fluid to be sent to the cylinder chamber is jetted in a predetermined direction by the nozzle mechanism in accordance with the movement of the pressure receiving portion of the opening / closing lid to the predetermined position. With such a configuration, the working fluid in the rod opening / closing lid can be used for the transfer force in the rod, thereby contributing to the simplification of the transfer mechanism in the rod.

【0009】また更に、必要がある場合には、開閉蓋の
一端をスプリングによってシリンダー室の所定方向に付
勢するようにして開閉蓋の作動を確実にするようにし
た。
Further, when necessary, one end of the opening / closing lid is urged in a predetermined direction of the cylinder chamber by a spring to ensure the operation of the opening / closing lid.

【0010】[0010]

【作用】ロッド側壁開口部2の口縁部内壁に設けたシリ
ンダー室4の開放作動スペース41に圧縮空気或いは高圧
水等の流体が導入されると、シリンダー室内に収容され
た開閉蓋3の受圧部32が、その導入圧を受けて開口部2
に添って摺動しながら移動し、開口部を閉鎖している開
閉蓋の覆蓋部31を移動して開口部を開放する。
When fluid, such as compressed air or high-pressure water, is introduced into the opening operation space 41 of the cylinder chamber 4 provided on the inner wall of the rim of the rod side wall opening 2, the pressure of the opening / closing lid 3 housed in the cylinder chamber is received. The section 32 receives the introduction pressure and the opening 2
To move the cover 31 of the open / close lid closing the opening to open the opening.

【0011】また、シリンダー室の閉鎖作動スペース42
に流体が導入されると、受圧部32の移動に伴って、これ
に連続する開閉蓋の覆蓋部31が開口部2上に移動し開口
部を閉鎖するので、操作部において開放作動スペースと
閉鎖作動スペースの選択を行って流体導入操作を行うこ
とによって、何時でも自由に地盤挿入されているロッド
開口部の開閉を行うことができる。
The closed working space 42 of the cylinder chamber
When the fluid is introduced into the opening, the cover 31 of the opening / closing lid that follows the movement of the pressure receiving part 32 moves over the opening 2 and closes the opening. By selecting the working space and performing the fluid introduction operation, the opening and closing of the rod opening inserted into the ground can be freely performed at any time.

【0012】他の実施例として、シリンダー室において
開閉蓋の一端をスプリング5によってシリンダー室の所
定方向に付勢した場合には、シリンダー室の流体導入ス
ペースに流体が導入されることによって開閉蓋3はスプ
リング5の付勢力に抗して開口部の開放もしくは閉鎖部
位に移動するから、流体導入を中止し送圧を緩めること
によりスプリングの付勢力によって開閉蓋が原位置に復
元するので、開閉操作は簡素化される。
In another embodiment, when one end of the opening / closing lid is urged in a predetermined direction of the cylinder chamber by a spring 5 in the cylinder chamber, a fluid is introduced into a fluid introduction space of the cylinder chamber to open / close the lid. Moves to the opening or closing position of the opening against the urging force of the spring 5, so that the opening / closing lid is restored to the original position by the urging force of the spring by stopping the introduction of the fluid and relaxing the sending pressure. Is simplified.

【0013】更に他の実施例として、シリンダー室4の
所定位置にノズル機構43を設け、開閉蓋受圧部32の所定
位置への移動に対応してシリンダー室への圧送流体がノ
ズル機構43によって所定方向に噴射されるように構成す
れば、開口部2からロッド1内に取り入れられた資料や
スライム等をその噴射力によって搬送できる。
As still another embodiment, a nozzle mechanism 43 is provided at a predetermined position in the cylinder chamber 4, and a fluid to be pumped to the cylinder chamber is predetermined by the nozzle mechanism 43 in response to the movement of the open / close lid pressure receiving portion 32 to the predetermined position. If it is configured to be ejected in the direction, materials, slime, and the like taken into the rod 1 from the opening 2 can be conveyed by the ejection force.

【0014】このように構成した地盤挿入用ロッドを開
閉蓋3によって開口部2を閉鎖した状態で対象地盤に挿
入すれば、開口部2が上向き状態となったり、対象地盤
が被圧水の影響下にあったりしても開口部が閉鎖されて
いるので、土砂等のロッド内への侵入は防止される。
If the ground insertion rod constructed as described above is inserted into the target ground with the opening 2 closed with the opening / closing lid 3, the opening 2 is turned upward or the target ground is affected by the pressurized water. Since the opening is closed even if it is below, intrusion of earth and sand into the rod is prevented.

【0015】所定の深度に達したところで、シリンダー
室4の開放作動スペース41に圧縮空気或いは高圧水等の
流体を導入すると開口部が開放され、地盤中の資料やス
ライムを吸入し、或いは開口部に設定された地盤硬化材
噴射ノズルから地盤硬化材等が噴射される。
When a predetermined depth is reached, when a fluid such as compressed air or high-pressure water is introduced into the opening operation space 41 of the cylinder chamber 4, the opening is opened, and materials and slime in the ground are sucked, or the opening is opened. The ground hardening material or the like is jetted from the ground hardening material jet nozzle set to.

【0016】地盤中の資料を採取する等の目的の場合に
は、所定時間後にシリンダー室の閉鎖作動スペース42に
流体を導入して開口部2を閉鎖する。
For the purpose of collecting data from the ground, for example, fluid is introduced into the closed working space 42 of the cylinder chamber after a predetermined time to close the opening 2.

【0017】地盤硬化材を注入する場合には、開口部に
設定された噴射ノズルから地盤硬化材を噴射し、この硬
化材噴流により周辺地盤を切削撹拌しながら、ロッドを
回動させつつ引き抜き移動することにより噴射ノズルの
移動軌跡にそって硬化材等の注入層が造成されるもので
ある。
When the ground hardening material is injected, the ground hardening material is jetted from an injection nozzle set at the opening, and the hardening material jet is used to cut and agitate the surrounding ground while rotating and pulling out the rod. By doing so, an injection layer of a hardening material or the like is formed along the movement locus of the injection nozzle.

【0018】本件発明は以上のように、地盤挿入ロッド
1の地中推進時には開口部2を閉鎖し、スライム吸入や
硬化材の噴射等の時にのみ開放するようにして、土砂等
のロッド内への侵入を防止しつつ前進・後退・回動が行
われるので、スライム吸入孔の径を大きくして吸入量を
大きくし、或いは噴射ノズルのノズル径を大きくして吐
出量を大きくして注入を行うことができ、被圧水の影響
下にある地盤においても注入施工を可能とするものであ
る。
As described above, according to the present invention, the opening 2 is closed when the ground insertion rod 1 is underground propelled, and is opened only when the slime is inhaled or the hardening material is injected. The slime suction hole is enlarged to increase the amount of suction, or the injection diameter is increased by increasing the nozzle diameter of the injection nozzle, because forward, backward, and rotation are performed while preventing It is possible to perform injection work even on the ground under the influence of pressurized water.

【0019】[0019]

【実施例】以下図面に従って、先ず、シリンダー室にお
いて開閉蓋の一端をスプリングによって付勢し、更にシ
リンダー室の所定位置にノズル機構を設けた開口部がス
ライム吸入孔の場合における本発明の実施例を説明す
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Referring to the drawings, an embodiment of the present invention will be described in the case where one end of an opening / closing lid is first urged by a spring in a cylinder chamber and a slime suction hole is provided at a predetermined position of the cylinder chamber with a nozzle mechanism. Will be described.

【0020】1は地盤挿入用ロッドで、必要に応じて前
進、後退、回転若しくは所定角度往復回動等の作動を与
える操作機構によって支持される。
Reference numeral 1 denotes a ground insertion rod, which is supported by an operating mechanism for performing operations such as forward, backward, rotation, and reciprocating rotation at a predetermined angle as required.

【0021】ロッド1の側壁にはスライム吸入用の開口
部2が開口し、開口部2の口縁部内壁に、開口部に添っ
て摺動する開閉蓋3の受圧部32を摺動可能に収納するシ
リンダー室4が設けられている。
An opening 2 for inhaling slime is opened on the side wall of the rod 1, and a pressure receiving portion 32 of an opening / closing lid 3 slidable along the opening is slidable on the inner wall of the rim of the opening 2. A cylinder chamber 4 for storing is provided.

【0022】開閉蓋3は上端部をスプリング5によって
付勢され、シリンダー室4の作動スペース41に流体が導
入されない状態においては、開閉蓋の覆蓋部31が開口部
2上にあり、開口部を閉鎖した状態に位置づけられる。
The upper end of the opening / closing lid 3 is urged by the spring 5, and when no fluid is introduced into the working space 41 of the cylinder chamber 4, the cover 31 of the opening / closing lid is on the opening 2, and the opening is closed. Located in a closed state.

【0023】覆蓋部31の上部には、開放作動スペース41
への流体の導入によって、開閉蓋3が下降したときに、
開口部2と重なって開口部2を開放する開放孔33が開口
している。
An open operation space 41 is provided above the cover 31.
When the opening / closing lid 3 is lowered by the introduction of the fluid into the
An open hole 33 that overlaps with the opening 2 and opens the opening 2 is opened.

【0024】また、シリンダー室4には開閉蓋3が下降
したときに、作動スペース41に開口し、シリンダー室4
内に加圧された流体を排出経路7に噴射するノズル機構
43が設けられている。
When the lid 3 is lowered into the cylinder chamber 4, it opens into the working space 41 and the cylinder chamber 4
Nozzle mechanism for injecting fluid pressurized into the inside to the discharge path 7
43 are provided.

【0025】8は地盤硬化材注入機構等、開口部2の作
動に対応する作動機構の収容部、6はシリンダー室4へ
の流体供給路である。
Reference numeral 8 denotes a housing for an operation mechanism corresponding to the operation of the opening 2, such as a ground hardening material injection mechanism, and 6 denotes a fluid supply path to the cylinder chamber 4.

【0026】以上のように構成された地盤挿入用ロッド
1を、開口部2を閉鎖した状態で操作機構により適宜回
動させながら前進させ、対象地盤に挿入する。ロッドの
長さは必要に応じて適宜継手していく。
The ground insertion rod 1 configured as described above is advanced while being appropriately rotated by an operating mechanism with the opening 2 closed, and inserted into the target ground. The length of the rod is appropriately connected as needed.

【0027】ロッド1が所定深度に達したところで、例
えばロッド1の他の部分に設けられた噴射ノズルにより
硬化材等の噴射注入が行われ、これによりスライムが発
生して地盤内圧が上昇すると圧力センサーによってこれ
が感知され、これに対応する操作によってシリンダー室
4のスペース41に圧縮空気が導入される。
When the rod 1 reaches a predetermined depth, for example, a hardening material or the like is injected and injected by an injection nozzle provided in another part of the rod 1, thereby generating slime and increasing the internal pressure of the ground. This is sensed by a sensor, and compressed air is introduced into the space 41 of the cylinder chamber 4 by a corresponding operation.

【0028】導入された圧縮空気の圧力を開閉蓋3の受
圧部32が受けると、開閉蓋3がスプリング5の付勢力に
抗して下降し、開放孔33が開口部2と重なって開口部2
を開放する。
When the pressure of the introduced compressed air is received by the pressure receiving portion 32 of the opening / closing lid 3, the opening / closing lid 3 descends against the urging force of the spring 5, and the opening 33 overlaps with the opening 2 and the opening 2 overlaps with the opening 2. 2
To release.

【0029】開口部2が開放されると、上昇した地盤内
圧による圧迫を受けているロッド周辺のスライムは開口
部2からロッド内に流入し、排出経路7に吸引されると
共に、排出経路7を搬送されて外部に排出される。
When the opening 2 is opened, the slime around the rod, which has been pressed by the increased ground pressure, flows into the rod from the opening 2, is sucked into the discharge path 7, and flows through the discharge path 7. It is conveyed and discharged outside.

【0030】更に開閉蓋3の下降により作動スペース41
が拡張し、ノズル機構43がスペース41内に開口してスペ
ース41内に加圧された圧縮空気が排出経路7の排出方向
に噴射されると、スライム吸入開口部付近に負圧が生じ
てスライムの吸入を促進すると共に、排出方向へのエア
噴射が排出経路7の搬送力を高める。
Further, the lowering of the opening / closing lid 3 causes the operating space 41 to move.
When the nozzle mechanism 43 opens into the space 41 and the compressed air pressurized into the space 41 is injected in the discharge direction of the discharge path 7, a negative pressure is generated in the vicinity of the slime suction opening and the slime is generated. And the air ejection in the discharge direction enhances the conveying force of the discharge path 7.

【0031】スライムの吸入により地盤内圧が下降する
と圧力センサーによってこれが感知され、スペース41へ
の圧縮空気の導入が停止されるとスプリング5の付勢力
によって開閉蓋3が上昇し、覆蓋部31が開口部2上に移
動して開口部を閉鎖する。
When the internal pressure of the ground decreases due to the suction of the slime, the pressure is sensed by the pressure sensor. When the introduction of the compressed air into the space 41 is stopped, the opening / closing lid 3 is raised by the urging force of the spring 5 and the cover 31 is opened. Move over part 2 to close the opening.

【0032】このようにして、開閉蓋3の開閉によるス
ライム調整を行いながら、噴射ノズルの回動と注入ロッ
ドの後退によって、これに沿った注入層の造成を行なっ
ていくものである。
As described above, while adjusting the slime by opening and closing the opening and closing cover 3, the injection layer is formed along the rotation of the injection nozzle and the backward movement of the injection rod.

【0033】第3図はスプリングを用いず、シリンダー
室4の開放作動スペース41と閉鎖作動スペース42に選択
的に圧縮空気或いは高圧水等の流体を導入して開閉蓋3
の開閉を行う基礎的な構成を示すものである。
FIG. 3 shows a state in which a fluid such as compressed air or high-pressure water is selectively introduced into the open working space 41 and the closed working space 42 of the cylinder chamber 4 without using a spring.
1 shows a basic configuration for opening and closing a device.

【0034】[0034]

【発明の効果】本発明は以上のように構成したので、ロ
ッド側壁に設けた開口部を挿入地盤中において自由に開
閉操作を行うことができ、簡易な構成で確実な作動を期
待できるので、様々な目的の地盤挿入に利用することが
できる。
Since the present invention is constructed as described above, the opening provided in the rod side wall can be freely opened and closed in the insertion ground, and reliable operation can be expected with a simple structure. It can be used for ground insertion for various purposes.

【0035】特に、地盤硬化材の注入においては、被圧
水の影響下にある地盤においても噴射ノズルを開閉蓋に
よって保護することができるので、噴射ノズルへの泥水
侵入を防止しながらの施工が可能であり、更に注入ロッ
ドを水平方向に挿入して上部方向に噴射ノズルを回動さ
せての注入の施工を可能にする等の効果がある。
In particular, when the ground hardening material is injected, the injection nozzle can be protected by the opening / closing lid even on the ground under the influence of the pressurized water, so that the construction can be performed while preventing muddy water from entering the injection nozzle. Further, there is an effect that the injection rod can be inserted in a horizontal direction and the injection nozzle can be rotated upward to perform injection.

【0036】[0036]

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

【図1】本発明のスプリングを用いた実施例による開閉
蓋作動機構の要部を示す地盤挿入用ロッドの縦断側面図
FIG. 1 is a longitudinal sectional side view of a ground insertion rod showing a main part of an opening / closing lid operating mechanism according to an embodiment using a spring of the present invention.

【図2】図1の開閉蓋開放状態における縦断側面図FIG. 2 is a vertical cross-sectional side view of the open / close lid shown in FIG.

【図3】同じく、スプリングを用いない基礎的実施例に
よる開閉蓋作動機構の要部を示す地盤挿入用ロッドの縦
断側面図
FIG. 3 is a longitudinal sectional side view of a ground insertion rod showing a main part of an opening / closing lid operating mechanism according to a basic embodiment without using a spring.

【符号の説明】[Explanation of symbols]

1 地盤挿入用ロッド 2 開口部 3 開閉蓋 31 開閉蓋の覆蓋部 32 開閉蓋の受圧部 33 開閉蓋の開放孔 4 シリンダー室 41 シリンダー室の開放作動スペース 42 シリンダー室の閉鎖作動スペース 43 シリンダー室のノズル機構 5 スプリング 6 シリンダー室への流体供給路 7 排出経路 8 他の作動機構の収容部 DESCRIPTION OF SYMBOLS 1 Ground insertion rod 2 Opening 3 Opening / closing lid 31 Cover of opening / closing lid 32 Pressure receiving part of opening / closing lid 33 Opening hole of opening / closing lid 4 Cylinder room 41 Opening space of cylinder room 42 Closing operation space of cylinder room 43 Cylinder room Nozzle mechanism 5 Spring 6 Fluid supply path to cylinder chamber 7 Discharge path 8 Housing for other operating mechanisms

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 側壁に設けた開口部の口縁部内壁に、開
口部に添って摺動する開閉蓋の受圧部を摺動可能に収納
するシリンダー室を設け、シリンダー室内への流体圧の
入抜により受圧部を昇降操作して、開口部の開閉を他の
機構操作から独立して随時に操作できるようにしたこと
を特徴とする地盤挿入用ロッド
1. A cylinder chamber for slidably receiving a pressure-receiving portion of an opening / closing lid sliding along an opening is provided on an inner wall of an edge portion of an opening provided on a side wall, and a fluid pressure in the cylinder chamber is reduced. the pressure receiving portion by the lifting operation by entering disconnect, the opening and closing of the opening of the other
Ground insertion rod characterized in that it can be operated at any time independently of the mechanism operation
【請求項2】 シリンダー室の所定位置にノズル機構を
設け、開閉蓋受圧部の所定位置への移動に対応してシリ
ンダー室内の流体が圧出され、ノズル機構によってロッ
ド内の所定方向に噴射されることにより、ロッド内の開
口部付近に負圧を生じさせるように構成した請求項1記
載の地盤挿入用ロッド
2. A nozzle mechanism is provided at a predetermined position in the cylinder chamber, and fluid in the cylinder chamber is pressed out in response to the movement of the pressure receiving portion of the opening / closing lid to the predetermined position, and is jetted in a predetermined direction in the rod by the nozzle mechanism. 2. The ground insertion rod according to claim 1, wherein a negative pressure is generated in the vicinity of the opening in the rod.
【請求項3】 開閉蓋の一端をスプリングによって所定
方向に付勢するようにした請求項1又は請求項2記載の
地盤挿入用ロッド
3. The ground insertion rod according to claim 1, wherein one end of the opening / closing lid is urged in a predetermined direction by a spring.
JP06066949A 1994-04-05 1994-04-05 Ground insertion rod Expired - Lifetime JP3123878B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06066949A JP3123878B2 (en) 1994-04-05 1994-04-05 Ground insertion rod

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06066949A JP3123878B2 (en) 1994-04-05 1994-04-05 Ground insertion rod

Publications (2)

Publication Number Publication Date
JPH07279158A JPH07279158A (en) 1995-10-24
JP3123878B2 true JP3123878B2 (en) 2001-01-15

Family

ID=13330782

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06066949A Expired - Lifetime JP3123878B2 (en) 1994-04-05 1994-04-05 Ground insertion rod

Country Status (1)

Country Link
JP (1) JP3123878B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6479584B2 (en) * 2015-06-09 2019-03-06 東亜建設工業株式会社 Pile driving device and method for bedrock

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0414514A (en) * 1990-05-08 1992-01-20 Nitto Techno Group:Kk Method and device for composite grouting

Also Published As

Publication number Publication date
JPH07279158A (en) 1995-10-24

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