JP3109482U - Ground improvement machine co-rotation prevention device - Google Patents

Ground improvement machine co-rotation prevention device Download PDF

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JP3109482U
JP3109482U JP2004007488U JP2004007488U JP3109482U JP 3109482 U JP3109482 U JP 3109482U JP 2004007488 U JP2004007488 U JP 2004007488U JP 2004007488 U JP2004007488 U JP 2004007488U JP 3109482 U JP3109482 U JP 3109482U
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ground improvement
rotation
ground
leader
tube body
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賢一郎 川崎
千宗 高岡
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YBM Co Ltd
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Abstract

【課題】作業中は安定して地盤改良剤を注入維持し、運搬中はスイベルジョイント、チューブ体をリーダに確実に支持できる構成とし、危険のない安定した走行ができる地盤改良機の共回り防止装置の提供。
【解決手段】下端に攪拌翼11を保持した回転チューブ体10を貫通把持して回転駆動し掘削を行う地盤改良機2において、回転駆動装置8とは独立して移動するガイド部材14をリーダ4に設け、注入ホース13から地盤硬化剤を注入するスイベルジョイント12に伸縮自在なテレスコ部材16を固定する。このテレスコ部材16は中間支持体15を介して、ガイド部材14と一体化するようにして共回りを防止するようにする。運搬時は、ガイド部材14を回転駆動装置8と対向するリーダ4上に配置し、テレスコ部材16及びスイベルジョイント12を安定状態に保持する。
【選択図】 図4
[PROBLEMS] To stably inject and maintain a ground improvement agent during work, and to support a swivel joint and a tube body securely to a leader during transportation to prevent co-rotation of a ground improvement machine capable of stable running without danger. Providing equipment.
In a ground improvement machine that performs excavation by penetrating and rotating a rotating tube body that holds a stirring blade at a lower end, a guide member that moves independently of a rotation driving device is provided with a leader. The telescopic member 16 which can be expanded and contracted is fixed to the swivel joint 12 which injects the ground hardening agent from the injection hose 13. The telescopic member 16 is integrated with the guide member 14 through the intermediate support 15 to prevent co-rotation. At the time of carrying, the guide member 14 is arrange | positioned on the reader | leader 4 facing the rotation drive device 8, and the telescopic member 16 and the swivel joint 12 are hold | maintained in a stable state.
[Selection] Figure 4

Description

本考案は、地盤改良機の共回り防止装置に関する。更に詳しくは、地盤改良機で掘削した孔に地盤改良剤(地盤硬化剤)を注入するスイベルジョイントが掘削具の回転に伴ってつれ回わりするのを防止するようにした地盤改良機の共回り防止装置に関する。   The present invention relates to a corotation prevention device for a ground improvement machine. More specifically, the ground improvement machine that prevents the swivel joint that injects the ground improvement agent (ground hardening agent) into the hole excavated by the ground improvement machine from rotating with the rotation of the excavator The present invention relates to a prevention device.

地盤改良は、地盤改良機により地盤を掘削し、その掘削孔に地盤硬化剤を注入して地盤を強化するために行われる。基本的な地盤改良の工法は公知である。その工法の一例を説明すると、地盤改良機において、先ず回転する回転チューブ体の下端部の掘削ビットで地盤深層まで掘削する。掘削しながら回転チューブ体の下方部分に取り付けられる攪拌翼で掘削孔中の地盤構成物体を攪拌し、攪拌翼から硬化剤を噴出させ注入し地盤改良することが行なわれている。回転チューブ体は中空体であるので、硬化剤は上方からこの回転チューブ体の内部を通って供給される。硬化剤は、地盤改良機の上部からホース等を介して地上から供給されるセメントミルク等である。   The ground improvement is performed in order to excavate the ground with a ground improvement machine and inject a ground hardening agent into the excavation hole to strengthen the ground. Basic ground improvement methods are known. An example of the construction method will be described. In the ground improvement machine, first, the excavation bit at the lower end portion of the rotating rotating tube body is excavated to the deep ground. While excavating, the ground constituent object in the excavation hole is agitated with a stirring blade attached to the lower part of the rotating tube body, and a hardener is ejected from the stirring blade and injected to improve the ground. Since the rotating tube body is a hollow body, the curing agent is supplied from above through the inside of the rotating tube body. The curing agent is cement milk or the like supplied from the ground via a hose or the like from the upper part of the ground improvement machine.

この種の地盤改良機は細部において種々の改良がなされ提案もなされている。回り止め装置に関する例として、特許文献1においては、改良剤を注入する注入ホースがスクリューシャフトの回転によりつれ回るのを防止するため、回り止め部材をスクリュー駆動装置に設けた構成が開示されている。又、特許文献2は本出願人の提案したもので、攪拌装置を有する自走式の地盤改良機を開示している。
特許第2736008号公報 特開平11−61802号公報
This kind of ground improvement machine has been improved and proposed in various details. As an example of the rotation prevention device, Patent Document 1 discloses a configuration in which a rotation prevention member is provided in the screw drive device in order to prevent the injection hose for injecting the improving agent from being swung by rotation of the screw shaft. . Patent document 2 is proposed by the present applicant and discloses a self-propelled ground improvement machine having a stirring device.
Japanese Patent No. 2736008 Japanese Patent Laid-Open No. 11-61802

回り止め部材をスクリュー(回転チューブ体)駆動装置に設けた場合は、回り止め部材が常にスクリュー駆動装置と一体に動作することになる。このことはスクリューを保持しつつ回り止め部材が常にスクリュー駆動装置に支持されていることになる。作業を終え、リーダを水平に倒し本体に固定してスクリューをリーダに沿って配置させると、スクリュー駆動装置部分は本体の前部に位置するが、回り止め部材はスクリュー後部に設けられる。リーダとの関係においては、スクリュー駆動装置部分は案内部がリーダに保持され固定された状態になるが、スクリュー後部の回り止め部材はリーダに保持されず、スクリューと回り止め部材のみで保持された構成となる。このことは、回り止め部材がリーダに固定し規制された構成でないので、スイベルジョイントはスクリュー駆動装置から長く突き出た状態となり、常に揺れる状態にあり自走する地盤改良機の走行が安定しないことを意味する。運搬上、道路の状態によっては危険な状況を発生させるおそれがある。このため、従来は特に運搬の場合に特別に固定処置を施さねばならないこともあった。
本考案はこのような従来の問題点を解決するもので、次の目的を達成した。
When the anti-rotation member is provided in the screw (rotating tube body) driving device, the anti-rotation member always operates integrally with the screw driving device. This means that the anti-rotation member is always supported by the screw driving device while holding the screw. When the work is finished and the leader is horizontally tilted and fixed to the main body and the screw is disposed along the leader, the screw driving device portion is positioned at the front portion of the main body, but the rotation preventing member is provided at the rear portion of the screw. In the relationship with the leader, the screw drive device part is in a state where the guide part is held and fixed by the leader, but the anti-rotation member at the rear of the screw is not held by the leader, but is held only by the screw and the anti-rotation member. It becomes composition. This is because the non-rotating member is not restricted and fixed to the leader, so that the swivel joint protrudes long from the screw drive device, and is always in a swinging state, so that the traveling of the ground improvement machine that runs on its own is not stable. means. Depending on the road conditions, a dangerous situation may occur during transportation. For this reason, conventionally, there has been a case where a special fixing process has to be performed particularly in the case of transportation.
The present invention solves such conventional problems and achieves the following object.

本考案の目的は、作業中は安定して地盤改良剤(地盤硬化剤)を注入維持し、運搬中はスイベルジョイント、チューブ体をリーダに確実に支持できる構成とし、危険のない安定した走行ができる地盤改良機の共回り防止装置の提供にある。   The purpose of the present invention is to stably inject and maintain a ground improvement agent (ground hardener) during work, and to ensure that the swivel joint and tube body can be securely supported by the reader during transportation, ensuring stable and safe driving. It is to provide a co-rotation prevention device for a ground improvement machine that can be used.

本考案は、前記目的を達成するために次の手段をとる。   The present invention takes the following means to achieve the object.

本考案1の地盤改良機の共回り防止装置は、本体と、前記本体に設けられ地盤に向かって起伏するリーダと、先端に工具を保持して回転し地盤改良剤の通過が可能な回転チューブ体と、前記リーダの長手方向に案内可能に保持される第1移動体と、この第1移動体に固定され前記回転チューブ体を把持して回転させる回転駆動装置と、前記回転チューブ体の端部に相対回転可能に設けられ注入ホースを介して供給される地盤改良剤を前記回転チューブ体に供給するスイベルジョイントとからなる地盤改良機において、
前記スイベルジョイントの回転を防止するために一端を前記スイベルジョイントに係合して支持し、かつ前記リーダの長手方向に伸縮自在なテレスコ部材と、前記リーダの長手方向に案内可能に保持され、かつ前記テレスコ部材の他端が固定された第2移動体とから構成されることを特徴とする。
The ground rotation improvement device of the present invention 1 includes a main body, a leader provided on the main body, which undulates toward the ground, and a rotating tube that rotates while holding a tool at the tip and allows passage of the ground improvement agent. A body, a first moving body that can be guided in the longitudinal direction of the reader, a rotation driving device that is fixed to the first moving body and that grips and rotates the rotating tube body, and an end of the rotating tube body In a ground improvement machine comprising a swivel joint that supplies a ground improvement agent that is provided so as to be relatively rotatable to the part and is supplied via an injection hose to the rotating tube body,
A telescopic member that engages and supports one end of the swivel joint to prevent rotation of the swivel joint, and is extendable in the longitudinal direction of the reader; and is held so as to be guided in the longitudinal direction of the reader; and The telescopic member is composed of a second moving body to which the other end is fixed.

本考案2の地盤改良機の共回り防止装置は、本考案1において、前記第2移動体は、前記リーダの長手方向に案内可能に保持されるガイド部材と、前記ガイド部材に固定され且つ前記テレスコ部材の前記他端に固定される中間支持体とから構成されることを特徴とする。   The ground rotation machine co-rotation preventing device according to the second aspect of the present invention is the device according to the first aspect, wherein the second moving body is fixed to the guide member, and is fixed to the guide member and held in a longitudinal direction of the reader. It is comprised from the intermediate support body fixed to the said other end of a telescopic member.

本考案3の地盤改良機の共回り防止装置は、本考案2において、前記ガイド部材又は前記中間支持体に係止可能なワイヤを巻き掛け駆動するウインチを前記リーダに設けたことを特徴とする。   The ground rotation machine co-rotation prevention device according to the present invention 3 is characterized in that, in the present invention 2, a winch for winding and driving a wire that can be locked to the guide member or the intermediate support is provided in the reader. .

以上説明したように、本考案の地盤改良機の共回り防止装置は、リーダに回転駆動装置とは独立して移動可能な共回り防止部材を設置する構成としたので、リーダを水平状態に倒して地盤改良機が自走し運搬する場合に、バランスをとるために回転駆動装置をリーダの前方位置に設置しても、共回り防止装置をリーダにガイド保持させた状態でリーダの後方へ移動させることができる。共回り防止装置を後方へ移動させた状態は、テレスコ部材全てを後方へ移動させることになり、テレスコ部材はスイベルジョイントとの間で縮み、ガイド部材を介してリーダで保持された構成となる。この結果、テレスコ部材及びスイベルジョイントは、運搬中揺れることもなく、揺れによる損傷のおそれもなく、チューブ体とともに安定して保持される。   As described above, since the co-rotation prevention device of the ground improvement machine according to the present invention is configured to install the co-rotation prevention member that can move independently of the rotation drive device on the reader, the reader is brought down to a horizontal state. When the ground improvement machine is self-propelled and transported, it moves to the rear of the reader with the co-rotation prevention device guided and held by the reader even if the rotary drive device is installed at the front position of the reader for balancing. Can be made. When the co-rotation preventing device is moved rearward, all the telescopic members are moved rearward, and the telescopic member is contracted with the swivel joint and is held by the reader via the guide member. As a result, the telescopic member and the swivel joint are stably held together with the tube body without shaking during transportation and without fear of damage due to shaking.

以下、本考案の地盤改良機の共回り防止装置について、図面をもとに詳細にその実施の形態を説明する。
図1から図3は、本考案の共回り防止装置1を適用した地盤改良機2の全体構成図である。地盤改良機2は、無端状の軌道帯輪3を有して自走可能に走行する構成になっている。地盤改良機2を運搬するときは、本体の上部にリーダ4が水平状態に保持されて移動する。リーダ4の起伏動作は、その前部に配置された支点9を中心に揺動して運転台5の操作で油圧シリンダ6によって行われる。リーダ4は地盤に対して上下方向に揺動自在に起伏動作するとともに運転台5と一緒に旋回できる構成になっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the ground improvement machine co-rotation preventing device of the present invention will be described in detail with reference to the drawings.
FIG. 1 to FIG. 3 are overall configuration diagrams of a ground improvement machine 2 to which the corotation prevention device 1 of the present invention is applied. The ground improvement machine 2 has an endless track band 3 and is configured to travel in a self-propelled manner. When the ground improvement machine 2 is transported, the leader 4 is held in a horizontal state on the upper part of the main body and moves. The raising / lowering operation of the leader 4 is performed by the hydraulic cylinder 6 by the operation of the cab 5 while swinging around a fulcrum 9 arranged at the front thereof. The leader 4 is configured to move up and down so as to swing up and down with respect to the ground and to turn together with the cab 5.

又、このリーダ4は起立させたとき、このリーダ4上に移動自在に搭載したチューブ体10の回転駆動装置8を、チェーン駆動装置(図示せず)により上下方向に移動させることができる。図1は地盤改良機2の運搬時の姿勢を示しており、リーダ4は水平状態に伏した状態である。リーダ4にはこの長さ方向に沿って案内部4a(図4、図5参照)が設けられている。この案内部4aには、フィードテーブル(第1移動体)7がガイドローラーにより移動自在に挟持されて案内され、リーダ4の長手方向に沿って移動自在となっている。このフィードテーブル7に回転駆動装置8が搭載され固定されている。   When the reader 4 is erected, the rotation drive device 8 of the tube body 10 movably mounted on the reader 4 can be moved in the vertical direction by a chain drive device (not shown). FIG. 1 shows the posture of the ground improvement machine 2 when it is transported, and the leader 4 is in a state of being in a horizontal state. The leader 4 is provided with a guide portion 4a (see FIGS. 4 and 5) along the length direction. A feed table (first moving body) 7 is guided to be guided by the guide roller 4 movably by the guide roller 4 a, and is movable along the longitudinal direction of the reader 4. A rotation driving device 8 is mounted on and fixed to the feed table 7.

リーダ4の収納時には、リーダ4は地盤改良機2の本体の前部の支点9を中心にして倒され、リーダ4の後部は本体に設けられたリーダ受け2aにより支持される。この状態でリーダ4をゴムバンド、ワイヤ等で本体に固定し地盤改良機2は自走、又は搬送車に搭載されて搬送される。この搬送のとき、共回り防止装置1は回転駆動装置8と離間し、リーダ4上を回転駆動装置8の位置に対向する反対側の端部に設置して、運搬時に地盤改良機2の重量バランスを維持する。   When the reader 4 is stored, the reader 4 is tilted around a fulcrum 9 at the front of the main body of the ground improvement machine 2, and the rear of the reader 4 is supported by a reader receiver 2a provided on the main body. In this state, the leader 4 is fixed to the main body with a rubber band, a wire or the like, and the ground improvement machine 2 is self-propelled or mounted on a transport vehicle and transported. At the time of this conveyance, the co-rotation prevention device 1 is separated from the rotation drive device 8 and is installed on the reader 4 on the opposite end opposite to the position of the rotation drive device 8 so that the weight of the ground improvement machine 2 is conveyed. Maintain balance.

地盤改良作業を開始するときは、図2に示すように油圧シリンダ6の動作でリーダ4を地盤に対し垂直方向に起立させる。回転駆動装置8の中央部は貫通孔が形成されていて、掘削又は地盤改良時の駆動軸及び地盤改良剤を通すための主軸であるチューブ体10が貫通している。チューブ体10は、作業開始時にはほぼ全長にわたりリーダ4の長手方向に沿って配置されている。チューブ体10の下端には攪拌翼11(図7参照)、又は掘削具が取り付けられている。   When starting the ground improvement work, the leader 4 is erected in the vertical direction with respect to the ground by the operation of the hydraulic cylinder 6 as shown in FIG. A through-hole is formed in the central portion of the rotary drive device 8, and a tube body 10 that is a main shaft for passing a drive shaft and a ground improvement agent during excavation or ground improvement passes therethrough. The tube body 10 is arranged along the longitudinal direction of the leader 4 over almost the entire length at the start of work. A stirring blade 11 (see FIG. 7) or a drilling tool is attached to the lower end of the tube body 10.

この攪拌翼11は先端に翼を有し回転しながらチューブ体10の下降に伴って、地盤を掘削しかつ地盤改良剤と掘削土とを攪拌する。また、この攪拌翼11には攪拌装置が設けられている。回転駆動装置8はチューブ体10をチャッキングし回転させる機能を有している。この回転駆動装置8の構成は公知であり、その詳細な構造の説明は省略する。また、チューブ体10の上端にはスイベルジョイント12が接続されている。スイベルジョイント12は、自らは固定状態を維持し連結されている相手側であるチューブ体10との相対回転を可能とするものである。   The stirring blade 11 has a blade at its tip and rotates to excavate the ground and stir the ground improver and the excavated soil as the tube body 10 descends. The stirring blade 11 is provided with a stirring device. The rotation driving device 8 has a function of chucking and rotating the tube body 10. The configuration of the rotary drive device 8 is well known, and a detailed description of its structure is omitted. A swivel joint 12 is connected to the upper end of the tube body 10. The swivel joint 12 is capable of rotating relative to the tube body 10 which is the other side that is connected to the swivel joint 12 while being fixed.

注入ホース13を介して地上のタンク等から加圧されて送り込まれた地盤改良剤、即ちセメントミルク等の地盤硬化剤はスイベルジョイント12に導かれる。地盤硬化剤は、スイベルジョイント12を介して上部から回転するチューブ体10に注入される。注入された地盤硬化剤は、チューブ体10下端の攪拌翼11より地盤中に流し込まれ攪拌され地盤を強化する。スイベルジョイント12は他に支持するものがなければ、チューブ体10の回転によりつれ回りのおそれがあるので、本考案の場合は、共回り防止装置1によりそのつれ回りを防止している。図3は共回り防止装置1を下方向に移動させ、回転駆動装置8の上端に接触させた状態を示している。共回り防止装置1が下部に達したところでこの共回り防止装置1のテレスコ部材16は最大に伸びている状態である。   The ground improver, that is, the ground hardening agent such as cement milk, which is pressurized and sent from the tank on the ground via the injection hose 13 is guided to the swivel joint 12. The ground hardening agent is injected into the tube body 10 that rotates from above via the swivel joint 12. The injected ground hardening agent is poured into the ground from the stirring blade 11 at the lower end of the tube body 10 and stirred to strengthen the ground. If there is no other support for the swivel joint 12, there is a possibility that the swivel joint 12 may be rotated due to the rotation of the tube body 10. In the case of the present invention, the swivel joint 12 is prevented from being rotated. FIG. 3 shows a state in which the co-rotation prevention device 1 is moved downward and is brought into contact with the upper end of the rotary drive device 8. When the co-rotation prevention device 1 reaches the lower part, the telescopic member 16 of the co-rotation prevention device 1 is in a state of extending to the maximum.

次に、その共回り防止装置1について図4、図5に従い詳細に説明する。リーダ4の案内部4aには、この上を移動可能なガイド部材14が設けられている。ガイド部材14は、リーダ4に案内されて移動するフィードテーブル7とは独立して移動可能に設けられている。このガイド部材14は、フィードテーブル7の上部を上下方向(リーダ4を立てた状態で。)に移動自在で、フィードテーブル7と同様にガイドローラー14aでリーダ4の案内部4aを挟持し移動可能となっている。   Next, the co-rotation preventing device 1 will be described in detail with reference to FIGS. A guide member 14 that can move on the guide portion 4 a of the reader 4 is provided. The guide member 14 is provided so as to be movable independently of the feed table 7 that moves while being guided by the reader 4. The guide member 14 is movable in the vertical direction (in a state where the reader 4 is erected) on the upper part of the feed table 7, and can be moved by holding the guide portion 4 a of the reader 4 by the guide roller 14 a in the same manner as the feed table 7. It has become.

ガイド部材14が下方向に移動したとき、フィードテーブル7の上面に接触が可能である。図4は、回転駆動装置8とフィードテーブル7とが接触した状態を示している。このガイド部材14の取り付け面に、チューブ体10を跨いで中間支持体15の一端がボルトにより固定されている。この中間支持体15はフレーム構成でチューブ体10を囲う状態で跨いでいる。ガイド部材14と中間支持体15とで第2移動体が構成されている。一方、スイベルジョイント12には、テレスコ部材16が設けられている。   When the guide member 14 moves downward, the upper surface of the feed table 7 can be contacted. FIG. 4 shows a state where the rotary drive device 8 and the feed table 7 are in contact with each other. One end of the intermediate support 15 is fixed to the mounting surface of the guide member 14 with a bolt across the tube body 10. The intermediate support 15 straddles the tube body 10 in a frame configuration. The guide member 14 and the intermediate support 15 constitute a second moving body. On the other hand, a telescopic member 16 is provided in the swivel joint 12.

このテレスコ部材16は、レバー体16aがスイベルジョイント12を回転防止して支え、このレバー体16aに複数の円筒体が取り付けられる構成であり、各々径の異なる円筒体同士が出没して伸縮可能となるいわゆるテレスコピック構造となっている。本実施の形態においては、テレスコ部材16の最小径の円筒体部分16bが、上部に位置しスイベルジョイント12に固定されたレバー体16aに固定されている。他方、最大径の円筒体部分16cは垂下して下方に位置し、中間支持体15にボルトで固定されている。従って、スイベルジョイント12は、テレスコ部材16、中間支持体15、ガイド部材14によりつれ回りが防止される構成となる。   The telescopic member 16 has a structure in which a lever body 16a supports the swivel joint 12 by preventing rotation, and a plurality of cylindrical bodies are attached to the lever body 16a. This is a so-called telescopic structure. In the present embodiment, the cylindrical body portion 16 b having the smallest diameter of the telescopic member 16 is fixed to a lever body 16 a that is located at the upper portion and is fixed to the swivel joint 12. On the other hand, the cylindrical body portion 16c having the maximum diameter hangs down and is positioned below, and is fixed to the intermediate support 15 with bolts. Accordingly, the swivel joint 12 is prevented from being twisted by the telescopic member 16, the intermediate support 15 and the guide member 14.

チューブ体10が掘削していないときは回転及び移動は停止状態になり、スイベルジョイント12も停止状態になる。ガイド部材14はテレスコ部材16の最小径の円筒体部分16bの移動に伴って、リーダ4の長手方向に沿い単独に移動可能である。中間支持体15の上面にはフック17が設けられていて、ワイヤ18の先端が連結できる構成になっている。一方、リーダ4の背面の中間部にはウインチ19が配置固定され、ワイヤ18を巻き取りできるようになっている。   When the tube body 10 is not excavated, the rotation and movement are stopped, and the swivel joint 12 is also stopped. The guide member 14 can move independently along the longitudinal direction of the reader 4 with the movement of the cylindrical body portion 16 b having the smallest diameter of the telescopic member 16. A hook 17 is provided on the upper surface of the intermediate support 15 so that the tip of the wire 18 can be connected. On the other hand, a winch 19 is arranged and fixed at the middle part of the back surface of the reader 4 so that the wire 18 can be taken up.

このウインチ19のワイヤ18は、リーダ4の先端に設けられた滑車体20を介して中間支持体15のフック17に案内されて接続が可能である。中間支持体15及びガイド部材14を上昇させるときは、フック17にワイヤ18を連結してウインチ19を作動させると、ワイヤ18を巻き取り中間支持体15及びガイド部材14はリーダ4の長手方向に沿って上昇させることができる。
次に、本考案の地盤改良機の共回り防止装置1の使用方法について説明する。図6から図9は地盤改良機2の地盤改良作業の工程を示している。図6は図2に示す状態に相当し、掘削開始の準備状態を意味する。この状態では、共回り防止装置1はチューブ体10の上方端に移動した状態を示している。これは前述のとおり運搬時の状態からリーダ4を地盤に垂直に起立させた直後の状態を示すものである。
The wire 18 of the winch 19 can be connected by being guided by the hook 17 of the intermediate support 15 via the pulley 20 provided at the tip of the leader 4. When the intermediate support 15 and the guide member 14 are raised, when the wire 18 is connected to the hook 17 and the winch 19 is operated, the wire 18 is wound up and the intermediate support 15 and the guide member 14 are moved in the longitudinal direction of the reader 4. Can be raised along.
Next, the usage method of the corotation prevention apparatus 1 of the ground improvement machine of this invention is demonstrated. 6 to 9 show the steps of the ground improvement work of the ground improvement machine 2. FIG. 6 corresponds to the state shown in FIG. 2 and means a preparation state for starting excavation. In this state, the co-rotation prevention device 1 shows a state where it has moved to the upper end of the tube body 10. This shows a state immediately after the leader 4 is erected vertically from the ground state as described above.

次に、この共回り防止装置1を下降させ、下降端に達してから回転駆動装置8とともに上昇させ、チューブ体10の上部に固定させた状態が図7である。攪拌翼11がチューブ体10の下端に取り付けられている状態を示している。詳細は図示していないが、リーダ4をやや上方へ持ち上げチューブ体10下部に攪拌翼11を取り付ける。ウインチ19が中間支持体15の動作に追随する制御を行えば、常時フック17にワイヤ18を取り付ける構成であってもよいが、中間支持体15及びガイド部材14を単独で上昇させるときのみにウインチ19を作動させるようにすれば、構造は簡素化される。取り外したワイヤ18は図示していないが、リーダ4又は本体に仮留めする構成にしておけばよい。   Next, FIG. 7 shows a state in which the co-rotation preventing device 1 is lowered, lifted together with the rotary drive device 8 after reaching the lowered end, and fixed to the upper portion of the tube body 10. The state where the stirring blade 11 is attached to the lower end of the tube body 10 is shown. Although details are not shown, the leader 4 is lifted slightly upward and the stirring blade 11 is attached to the lower part of the tube body 10. If the winch 19 performs control to follow the operation of the intermediate support 15, the wire 18 may be always attached to the hook 17, but the winch is only used when the intermediate support 15 and the guide member 14 are raised alone. If 19 is operated, the structure is simplified. Although the removed wire 18 is not shown, it may be configured to be temporarily fixed to the reader 4 or the main body.

ガイド部材14が下降して回転駆動装置8のフィードテーブル7に接触しているときは、回転駆動装置8の上昇動作でガイド部材14もともに上昇させる。図7は、チューブ体10の位置を地面上から若干上方へ移動させ、この下部に攪拌翼11を取り付け、更に回転駆動装置8を上昇端に移動させチューブ体10の上方部を回転駆動装置8で把持固定した状態を示している。当然のことながら前述のとおりガイド部材14も付随して上昇する。このときテレスコ部材16の最大径の円筒体部分16cは中間支持体15と一体になって上昇するので、テレスコ部材16は最も縮んでいる状態である。   When the guide member 14 is lowered and is in contact with the feed table 7 of the rotary drive device 8, the guide member 14 is also raised by the raising operation of the rotary drive device 8. In FIG. 7, the position of the tube body 10 is moved slightly upward from the ground, the stirring blade 11 is attached to the lower part, and the rotation drive device 8 is further moved to the rising end so that the upper portion of the tube body 10 is moved to the rotation drive device 8. The state of holding and fixing is shown by. As a matter of course, the guide member 14 is also raised as described above. At this time, the cylindrical portion 16c having the maximum diameter of the telescopic member 16 rises integrally with the intermediate support 15, so that the telescopic member 16 is in the most contracted state.

この状態でチューブ体10は、回転駆動装置8により把持され回転駆動し地盤に押し込まれる。この押し込み動作の過程で、地盤硬化剤が注入ホース13からスイベルジョイント12を経てチューブ体10の上端部から供給され、チューブ体10下端の攪拌翼11から地盤に注入される。この注入に伴って攪拌翼11で土壌と地盤硬化剤が混合攪拌される。このようにして徐々にチューブ体10を下げ回転駆動装置8はリーダ4の下端部まで移動する。   In this state, the tube body 10 is gripped and rotated by the rotation driving device 8 and pushed into the ground. In the process of this pushing operation, the ground hardener is supplied from the injection hose 13 through the swivel joint 12 from the upper end portion of the tube body 10 and is injected into the ground from the stirring blade 11 at the lower end of the tube body 10. Along with this injection, the agitation blade 11 mixes and agitate the soil and the ground hardener. In this way, the tube body 10 is gradually lowered, and the rotation driving device 8 moves to the lower end of the reader 4.

チューブ体10が移動下端に達した状態を図8に示す。所要の地盤改良深さがこのチューブ体10の長さの移動範囲であれば、地盤改良作業は完了しチューブ体10および攪拌翼11を前述の逆の操作で引き上げればよい。なお、地盤改良は、地盤の深部から地表面方向に移動させて行う方法であっても良い。これらの地盤改良作業が完了したら、リーダ4を収納し運搬することになるが、運搬時は図1に示すようにリーダ4を倒し水平状態にする。この場合、ガイド部材14、中間支持体15を含む共回り防止装置1を回転駆動装置8と対向するリーダ4の先端部に移動させ固定する。   A state in which the tube body 10 has reached the moving lower end is shown in FIG. If the required ground improvement depth is within the moving range of the length of the tube body 10, the ground improvement work is completed, and the tube body 10 and the stirring blade 11 may be pulled up by the reverse operation described above. The ground improvement may be performed by moving from the deep part of the ground toward the ground surface. When these ground improvement operations are completed, the reader 4 is stored and transported. At the time of transport, the leader 4 is brought down and brought into a horizontal state as shown in FIG. In this case, the co-rotation prevention device 1 including the guide member 14 and the intermediate support 15 is moved and fixed to the distal end portion of the reader 4 facing the rotation drive device 8.

本考案の場合、ガイド部材14はリーダ4に規制され固定された状態になっている。水平状態でこの共回り防止装置1は、独立して本体を境に回転駆動装置8に対向する反対側のリーダ4の位置に設置されることになる。このことは、ガイド部材14がリーダ4に規制されてスイベルジョイント12が安定して保持できることを意味する。例えば、前述した特許文献1に示された構成であると、スイベルジョイントは回転駆動装置に対し長く伸ばされた回り止め部材の先端で回転駆動装置に支持されたままの状態になり、細長い支持構造となる。これは移動時の振動等により揺れを生じ極めて不安定である。本考案の場合は、このような不安定状態はガイド部材14がリーダ4に保持されることにより解消される。即ち、重心位置が安定しバランスのとれた安定した設置となる。このように本考案を適用すると、運搬時の安定した走行が可能となる。   In the case of the present invention, the guide member 14 is regulated and fixed by the reader 4. In the horizontal state, the co-rotation prevention device 1 is independently installed at the position of the reader 4 on the opposite side facing the rotation drive device 8 with the main body as a boundary. This means that the guide member 14 is regulated by the reader 4 and the swivel joint 12 can be stably held. For example, in the configuration shown in Patent Document 1 described above, the swivel joint remains supported by the rotary drive device at the tip of a rotation-preventing member that is elongated with respect to the rotary drive device. It becomes. This is extremely unstable due to vibration caused by vibration during movement. In the case of the present invention, such an unstable state is eliminated by the guide member 14 being held by the reader 4. In other words, the center of gravity position is stable and the installation is stable and balanced. Thus, when this invention is applied, the stable driving | running | working at the time of conveyance will be attained.

高さ制限がなければ、従来のようにリーダの長さを越える長いチューブ体21での掘削もできる。図9は長いチューブ構成に適用した場合で、チューブ体21は前述の形態例に比し略2倍の長さとなる。このため、チューブ体21の先端部はリーダ4の上部より上方へ突き出る構成となる。この例の場合は、共回り防止装置1は回転駆動装置8とともに上下方向に移動し、回転駆動装置8は先ずチューブ体21の中間部を把持し回転駆動させる。   If there is no height restriction, excavation with a long tube body 21 exceeding the length of the leader can be performed as in the prior art. FIG. 9 shows a case where the tube body 21 is applied to a long tube configuration, and the tube body 21 is approximately twice as long as the above-described embodiment. For this reason, the tip of the tube body 21 is configured to protrude upward from the upper portion of the reader 4. In the case of this example, the co-rotation prevention device 1 moves up and down together with the rotation drive device 8, and the rotation drive device 8 first grips and rotates the intermediate portion of the tube body 21.

掘削後、チューブ体21の把持状態を解消し回転駆動装置8は上方へ移動し、チューブ体21の上方端に位置させ再びチューブ体21を把持し回転駆動させる。このようにして、再掘削し深い孔の掘削が可能となる。回転駆動装置8は、図示しない駆動装置でリーダ4上を案内されて上下方向に移動するが、この形態例の場合も中間支持体15と回転駆動装置8が接触連結して一緒に、又は、中間支持体15と回転駆動装置とを独立させて別々に上昇させることが可能である。以上、種々の形態例について説明したが、本考案は、本実施の形態に限定されないことはいうまでもない。   After excavation, the gripping state of the tube body 21 is canceled, and the rotation driving device 8 moves upward and is positioned at the upper end of the tube body 21 to grip and rotate the tube body 21 again. In this way, deep excavation is possible by re-excavation. The rotation drive device 8 is guided on the reader 4 by a drive device (not shown) and moves in the vertical direction. Also in this embodiment, the intermediate support 15 and the rotation drive device 8 are contacted and connected together, or It is possible to raise the intermediate support 15 and the rotary drive device independently and separately. Although various embodiments have been described above, it is needless to say that the present invention is not limited to this embodiment.

図1は、本考案の地盤改良機の共回り防止装置を適用した地盤改良機の全体構成図で、リーダが水平に倒れた運搬時の状態を示す。FIG. 1 is an overall configuration diagram of a ground improvement machine to which the ground improvement machine co-rotation prevention device of the present invention is applied, and shows a state during transportation in which a leader falls horizontally. 図2は、本考案の地盤改良機の共回り防止装置を適用した地盤改良機の全体構成図で、リーダを運搬時の状態から起立させた直後の状態を示す。FIG. 2 is an overall configuration diagram of a ground improvement machine to which the ground improvement machine co-rotation prevention device of the present invention is applied, and shows a state immediately after the leader is erected from the state during transportation. 図3は、本考案の地盤改良機の共回り防止装置を適用した地盤改良機の全体構成図で、リーダを起立させ共回り防止装置をチューブ体の下部に位置させた状態を示す。FIG. 3 is an overall configuration diagram of a ground improvement machine to which the ground improvement machine of the ground improvement machine according to the present invention is applied, and shows a state in which the leader is erected and the common rotation prevention apparatus is positioned below the tube body. 図4は、共回り防止装置の正面図である。FIG. 4 is a front view of the co-rotation prevention device. 図5は、図4をX方向から矢視した共回り防止装置の平面図である。FIG. 5 is a plan view of the co-rotation preventing device as viewed from the X direction in FIG. 図6は、地盤改良工程を示す説明図で、掘削準備状態を示す。FIG. 6 is an explanatory view showing the ground improvement process, and shows a preparation state for excavation. 図7は、地盤改良工程を示す説明図で、掘削開始状態を示す。FIG. 7 is an explanatory view showing the ground improvement process, and shows the excavation start state. 図8は、地盤改良工程を示す説明図で、掘削完了状態を示す。FIG. 8 is an explanatory view showing the ground improvement process and shows a state where excavation is completed. 図9は、本考案の地盤改良機の共回り防止装置を長いチューブ体構成に適用した掘削形態を示す説明図である。FIG. 9 is an explanatory view showing an excavation form in which the corotation prevention device of the ground improvement machine of the present invention is applied to a long tube body configuration.

符号の説明Explanation of symbols

1…共回り防止装置
2…地盤改良機
4…リーダ
7…フィードテーブル(第1移動体)
8…回転駆動装置
10…チューブ体
11…攪拌翼
12…スイベルジョイント
13…注入ホース
14…ガイド部材
15…中間支持体
16…テレスコ部材
17…フック
18…ワイヤ
19…ウインチ
DESCRIPTION OF SYMBOLS 1 ... Co-rotation prevention apparatus 2 ... Ground improvement machine 4 ... Reader 7 ... Feed table (1st moving body)
DESCRIPTION OF SYMBOLS 8 ... Rotary drive device 10 ... Tube body 11 ... Stirring blade 12 ... Swivel joint 13 ... Injection hose 14 ... Guide member 15 ... Intermediate support body 16 ... Telescopic member 17 ... Hook 18 ... Wire 19 ... Winch

Claims (3)

本体と、前記本体に設けられ地盤に向かって起伏するリーダ(4)と、先端に工具を保持して回転し地盤改良剤の通過が可能な回転チューブ体(10,21)と、前記リーダ(4)の長手方向に案内可能に保持される第1移動体(7)と、この第1移動体(7)に固定され前記回転チューブ体(10,21)を把持して回転させる回転駆動装置(8)と、前記回転チューブ体(10,21)の端部に相対回転可能に設けられ注入ホース(13)を介して供給される地盤改良剤を前記回転チューブ体(10,21)に供給するスイベルジョイント(12)とからなる地盤改良機(2)において、
前記スイベルジョイント(12)の回転を防止するために一端を前記スイベルジョイント(12)に係合して支持し、かつ前記リーダ(4)の長手方向に伸縮自在なテレスコ部材(16)と、
前記リーダ(4)の長手方向に案内可能に保持され、かつ前記テレスコ部材(16)の他端が固定された第2移動体と
から構成されることを特徴とする地盤改良機の共回り防止装置。
A main body, a leader (4) that is provided on the main body and undulates toward the ground, a rotating tube body (10, 21) that holds a tool at the tip and rotates to allow the passage of a ground improver, and the leader ( 4) a first moving body (7) held so as to be capable of guiding in the longitudinal direction, and a rotation driving device fixed to the first moving body (7) and gripping and rotating the rotating tube bodies (10, 21). (8) and a ground improver which is rotatably provided at the end of the rotating tube body (10, 21) and is supplied via an injection hose (13) to the rotating tube body (10, 21). In the ground improvement machine (2) consisting of the swivel joint (12)
A telescopic member (16) that engages and supports one end of the swivel joint (12) in order to prevent rotation of the swivel joint (12) and is extendable in the longitudinal direction of the leader (4);
The ground improvement machine is configured to prevent co-rotation of the ground improvement machine, comprising: a second moving body that is held so as to be capable of being guided in the longitudinal direction of the leader (4) and the other end of the telescopic member (16) is fixed. apparatus.
請求項1に記載された地盤改良機の共回り防止装置において、
前記第2移動体は、
前記リーダ(4)の長手方向に案内可能に保持されるガイド部材(14)と、
前記ガイド部材(14)に固定され且つ前記テレスコ部材(16)の前記他端に固定される中間支持体(15)と
から構成されることを特徴とする地盤改良機の共回り防止装置。
In the corotation prevention apparatus of the ground improvement machine described in claim 1,
The second moving body is
A guide member (14) held so as to be capable of guiding in the longitudinal direction of the reader (4);
An intermediate support (15) fixed to the guide member (14) and fixed to the other end of the telescopic member (16).
請求項2に記載された地盤改良機の共回り防止装置において、
前記ガイド部材(14)又は前記中間支持体(15)に係止可能なワイヤ(18)を巻き掛け駆動するウインチ(19)を前記リーダ(4)に設けた
ことを特徴とする地盤改良機の共回り防止装置。
In the corotation prevention apparatus of the ground improvement machine described in claim 2,
A winch (19) for winding and driving a wire (18) that can be locked to the guide member (14) or the intermediate support (15) is provided in the leader (4). Co-rotation prevention device.
JP2004007488U 2004-12-20 2004-12-20 Ground improvement machine co-rotation prevention device Expired - Lifetime JP3109482U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112761136A (en) * 2021-02-04 2021-05-07 文天翼 Weak stratum shallow soil hardening treatment device and working method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112761136A (en) * 2021-02-04 2021-05-07 文天翼 Weak stratum shallow soil hardening treatment device and working method thereof

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