JP6144144B2 - Ground improvement machine - Google Patents

Ground improvement machine Download PDF

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JP6144144B2
JP6144144B2 JP2013158814A JP2013158814A JP6144144B2 JP 6144144 B2 JP6144144 B2 JP 6144144B2 JP 2013158814 A JP2013158814 A JP 2013158814A JP 2013158814 A JP2013158814 A JP 2013158814A JP 6144144 B2 JP6144144 B2 JP 6144144B2
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ground improvement
diameter
telescopic rod
screw
screw shaft
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JP2015030978A (en
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敦史 児玉
敦史 児玉
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Nippon Sharyo Ltd
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Description

本発明は、地盤改良機に関し、詳しくは、スイベルジョイントからスクリューシャフトを介して掘削した穴に地盤改良剤を注入する地盤改良機に関する。   The present invention relates to a ground improvement machine, and more particularly to a ground improvement machine that injects a ground improvement agent into a hole excavated from a swivel joint through a screw shaft.

地盤改良機は、リーダに沿って昇降可能に設けたスクリュー駆動装置で中空のスクリューシャフトを回転させ、スクリューシャフト下端の掘削具にて掘削作業を行うとともに、バッチャプラントから注入ホースを介して圧送される地盤改良剤をスクリューシャフトの上端に設けたスイベルジョイントからスクリューシャフト内に注入し、掘削具の先端から掘削した穴内に地盤改良剤を注入しながら撹拌し、地盤改良剤を硬化させて地盤の改良作業を行っている。   The ground improvement machine rotates a hollow screw shaft with a screw drive device that can be moved up and down along the leader, performs excavation work with a drilling tool at the lower end of the screw shaft, and is pumped from a batcher plant via an injection hose. The ground improvement agent is injected into the screw shaft from the swivel joint provided at the upper end of the screw shaft, stirred while injecting the ground improvement agent into the hole excavated from the tip of the drilling tool, and the ground improvement agent is cured to We are making improvements.

この種の地盤改良機において、作業中に、スクリューシャフトの回転によってスイベルジョイントがつれ回りするのを防止するために、径の異なる複数のパイプを摺動可能に連結して伸縮可能な状態としたテレスコピック構造の回り止め部材を採用しており、最外部の大径パイプをスクリュー駆動装置に固定するとともに、最内部の小径パイプの上端にアームの一端を固定し、このアームでスイベルジョイントを保持している。このようなテレスコピック構造の回り止め部材の各パイプには、縮めたときに重なり合う位置にロックピン挿通孔を設け、ロックピンを挿通することにより、輸送中等に誤って伸びないようにしている(例えば、特許文献1参照。)。   In this kind of ground improvement machine, in order to prevent the swivel joint from swirling around due to the rotation of the screw shaft during work, a plurality of pipes with different diameters are slidably connected so that they can expand and contract. A telescopic detent member is used, and the outermost large-diameter pipe is fixed to the screw drive, and one end of the arm is fixed to the upper end of the innermost small-diameter pipe, and the swivel joint is held by this arm. ing. Each of the pipes of the anti-rotation member having such a telescopic structure is provided with a lock pin insertion hole at a position where it overlaps when contracted, and the lock pin is inserted so that it does not extend accidentally during transportation or the like (for example, , See Patent Document 1).

特開2009−203659号公報JP 2009-203659 A

しかしながら、特許文献1に記載されるように、回り止め部材をロックピンにより伸び止めした場合、作業時にロックピンを外さなければいけないという作業性が悪いだけでなく、作業時に誤ってロックピンを挿入したまま回り止め部材を伸ばしてロックピンを曲げってしまったり、作業中に取り外したロックピンを紛失したりするといった問題が生じる可能性があった。   However, as described in Patent Document 1, when the anti-rotation member is stopped by the lock pin, not only is the workability that the lock pin has to be removed during work, but the lock pin is erroneously inserted during work. However, there is a possibility that the lock pin may be bent by extending the anti-rotation member, or the lock pin removed during the work may be lost.

そこで、本発明は、作業中のスイベルジョイントのつれ回りを防止するためにテレスコピック構造の回り止め部材を使用する場合でも、簡単な構造で輸送時の伸び止めをすることができ、作業時の安全性、作業性の向上を図ることができる地盤改良機を提供することを目的としている。   Therefore, the present invention can prevent stretching during transportation with a simple structure even when a telescopic structure detent member is used to prevent swiveling of the swivel joint during operation. It aims at providing the ground improvement machine which can aim at the improvement of workability and workability.

上記目的を達成するため、本発明の地盤改良機は、作業機に立設したリーダに、スクリューシャフトを回転駆動するスクリュー駆動装置を昇降可能に設け、該スクリューシャフトの上端に地盤改良剤の注入ホースをスイベルジョイントを介して接続した地盤改良機において、前記スクリュー駆動装置に設けられた伸縮ロッドと、該伸縮ロッドと前記スイベルジョイントとを連結する連結部材とを有し、前記伸縮ロッドは、径の異なる複数のパイプを同軸に摺動可能に連結して伸縮可能に形成され、最外部の大径パイプが前記スクリュー駆動装置に固定され、最内部の小径パイプの上端に前記大径パイプと同じ外径の大径部が設けられるとともに、該大径部の上部には、大径部の外径よりも大きい鍔部材が設けられ、前記伸縮ロッドは、前記連結部材に設けられた前記大径部の外径より大きく、かつ、鍔部材の外径よりも小さい内径を有する挿通孔に挿通されるとともに、前記連結部材に、前記鍔部材の上面が当接することにより前記伸縮ロッドの上部側への伸びを防ぐ伸び止め部材が、前記挿通孔を跨ぐように立設されていることを特徴としている。   In order to achieve the above object, the ground improvement machine of the present invention is provided with a screw drive device for rotating the screw shaft on the leader standing on the work machine so that the screw shaft can be moved up and down, and the ground improvement agent is injected into the upper end of the screw shaft. In the ground improvement machine in which a hose is connected via a swivel joint, the expansion rod provided in the screw drive device, and a connecting member that connects the expansion rod and the swivel joint, the expansion rod has a diameter A plurality of pipes of different diameters are coaxially slidably connected so as to be stretchable, and the outermost large-diameter pipe is fixed to the screw driving device, and the same as the large-diameter pipe at the upper end of the innermost small-diameter pipe A large-diameter portion having an outer diameter is provided, and a flange member larger than the outer diameter of the large-diameter portion is provided on the upper portion of the large-diameter portion. Inserted into an insertion hole having an inner diameter that is larger than the outer diameter of the large-diameter portion provided in the member and smaller than the outer diameter of the flange member, and the upper surface of the flange member is in contact with the connecting member Therefore, the stretch preventing member that prevents the telescopic rod from extending upward is erected so as to straddle the insertion hole.

また、前記伸び止め部材は、一本の棒材をコ字状に折り曲げることにより形成されたり、板材をコ字状に組合せたことにより形成されたりすることが好ましく、前記伸び止め部材と前記鍔部材との間に緩衝プレートを設けることがより好ましい。   Further, the stretch preventing member is preferably formed by bending a single bar material into a U shape, or formed by combining plate members into a U shape. More preferably, a buffer plate is provided between the members.

本発明の地盤改良機によれば、伸縮ロッドが挿入される挿通孔を跨ぐように伸び止め部材が立設され、伸び止め部材と鍔部材の上面が当接することにより、輸送時の伸び止めが確実に行われるとともに、伸び止め部材がスイベルジョイントとほぼ同じ高さであることから、作業時の高さ制限等にも影響は及ばさない。また、伸び止め部材を一本の棒材を折り曲げたり、板材をコ字状に組合せたりといった簡単な構造で形成することができるから、製造がしやすい。また、緩衝プレートを伸び止め部材と鍔部材との間に設けることにより、長時間の輸送等でも伸縮ロッドや伸び止め部材が破損するといった問題はなく、必要に応じて緩衝プレートのみを交換すればよい。   According to the ground improvement machine of the present invention, the stretch preventing member is erected so as to straddle the insertion hole into which the telescopic rod is inserted, and the stretch preventing member and the upper surface of the eaves member are in contact with each other. Since it is performed reliably and the stretch-preventing member is almost the same height as the swivel joint, it does not affect the height restriction during operation. Further, since the stretch preventing member can be formed with a simple structure such as bending a single bar or combining plate members in a U-shape, it is easy to manufacture. In addition, by providing a buffer plate between the stretch-preventing member and the eaves member, there is no problem that the telescopic rod and the stretch-preventing member are damaged even during long-time transportation, etc. If only the buffer plate is replaced if necessary Good.

本発明の地盤改良機の第1形態例を示す側面図である。It is a side view which shows the 1st form example of the ground improvement machine of this invention. 同じく正面図である。It is also a front view. 同じく伸縮ロッドが伸長した状態を示す要部の正面図である。It is a front view of the principal part which similarly shows the state which the expansion-contraction rod extended. 同じく伸縮ロッドが短縮した状態を示す要部の正面図である。It is a front view of the principal part which similarly shows the state which the expansion-contraction rod shortened. 同じく伸縮ロッド及び伸び止め部材の断面図である。It is a sectional view of a telescopic rod and an extension stop member similarly. 同じく要部の平面図である。It is a top view of the principal part similarly. 本発明の第2形態例を示す地盤改良機の伸縮ロッド及び伸び止め部材の断面図である。It is sectional drawing of the expansion-contraction rod and expansion | extension stop member of the ground improvement machine which shows the 2nd example of this invention.

図1乃至図6は、本発明の第1形態例を示すもので、地盤改良機1は、走行部2の上に旋回可能に設けられたベースマシン3と、該ベースマシン3の前部に起伏可能に設けられたリーダ4と、該リーダ4を後方から支持するバックステー5と、前記リーダ4に昇降可能に設けられたスクリュー駆動装置6と、リーダ4の下端に設けられたスクリューガイド7と、図示しないバッチャプラントから圧送される地盤改良剤を注入ホース8からスクリューシャフト9内に注入するスイベルジョイント10と、該スイベルジョイント10のつれ回りを防止するための回り止め部材となる伸縮ロッド11とを備えている。   1 to 6 show a first embodiment of the present invention. A ground improvement machine 1 includes a base machine 3 that is turnably provided on a traveling unit 2 and a front part of the base machine 3. A leader 4 provided so as to be able to undulate, a backstay 5 that supports the leader 4 from the rear, a screw drive device 6 provided so as to be movable up and down on the leader 4, and a screw guide 7 provided at the lower end of the leader 4. A swivel joint 10 for injecting a ground improver pumped from a batcher plant (not shown) into the screw shaft 9 from the injection hose 8, and a telescopic rod 11 serving as a detent member for preventing the swivel joint 10 from rotating. And.

また、スクリューシャフト9の上端には、伸縮ロッド11とスイベルジョイント10とを連結する連結部材12と、注入ホース8のスイベルジョイントへの導入部を保持するホース保持部材13とが、平面視V字状に一体に設けられている。   Further, at the upper end of the screw shaft 9, a connecting member 12 for connecting the telescopic rod 11 and the swivel joint 10 and a hose holding member 13 for holding the introduction portion of the injection hose 8 to the swivel joint are V-shaped in a plan view. Are integrally formed.

スクリューシャフト9は、リーダ4より長尺で、内部軸方向に地盤改良剤の注入孔を有するパイプ状のものであって、下端には掘削具9aと撹拌具9bとが設けられ、長さ方向中央部と上端部とには、スクリュー駆動装置6に係合する角軸部9c,9dがそれぞれ設けられている。   The screw shaft 9 is longer than the leader 4 and has a pipe-like shape having an injection hole for a ground improvement agent in the inner axial direction. The lower end is provided with an excavating tool 9a and an agitating tool 9b. Square shaft portions 9 c and 9 d that engage with the screw driving device 6 are provided at the center portion and the upper end portion, respectively.

伸縮ロッド11は、径の異なる3本のパイプ11a,11b,11cを同軸に摺動可能に連結し、前記スクリューシャフト9に沿って上方に伸縮可能な状態としたテレスコピック構造に形成されており、最外部の大径パイプ11aの下部がブラケット6aを介して前記スクリュー駆動装置6の側面に固定される。また、前記大径パイプ11aと同じ外径を有する大径部14の上端に、該大径部14の外径より大径の鍔部材15が一体に形成され、該鍔部材15は最内部の小径パイプ11cの上端にボルト16により固設されている。   The telescopic rod 11 is formed in a telescopic structure in which three pipes 11a, 11b, and 11c having different diameters are connected so as to be slidable on the same axis and can be expanded and contracted upward along the screw shaft 9. The lower part of the outermost large-diameter pipe 11a is fixed to the side surface of the screw drive device 6 via a bracket 6a. A flange member 15 having a diameter larger than the outer diameter of the large diameter portion 14 is integrally formed at the upper end of the large diameter portion 14 having the same outer diameter as the large diameter pipe 11a. The small diameter pipe 11c is fixed to the upper end by a bolt 16.

また、連結部材12は、前記伸縮ロッド11の大径パイプ11a及び前記大径部14が挿通可能な内径を有する挿通孔17を有するとともに、該挿通孔17を跨ぐように伸び止め部材18が立設されており、該伸び止め部材18によって伸縮ロッド11が上方へ抜け出ることが防止されている。鍔部材15の上部には、鍔部材15と伸び止め部材18が当接する際の衝撃をやわらげるための緩衝プレート21が、ボルト22によって設けられている。   The connecting member 12 has an insertion hole 17 having an inner diameter through which the large-diameter pipe 11 a and the large-diameter portion 14 of the telescopic rod 11 can be inserted, and an extension preventing member 18 stands up across the insertion hole 17. The stretch rod member 18 prevents the telescopic rod 11 from coming out upward. On the upper portion of the flange member 15, a buffer plate 21 is provided by a bolt 22 for reducing the impact when the flange member 15 and the stretch preventing member 18 come into contact with each other.

伸び止め部材18は、両端部に雄ネジ部を設けた一本の棒材をコ字状に折り曲げることにより形成され、両端部を連結部材12の伸び止め部材挿通孔19,19に挿通し、雄ネジ部にナット20,20を締結することにより固定されている。   The stretch preventing member 18 is formed by bending a single bar having male screw portions at both ends into a U shape, and the both ends are inserted into the stretch preventing member insertion holes 19, 19 of the connecting member 12. It is fixed by fastening nuts 20 and 20 to the male screw part.

また、挿通孔17の上下開口端内周面には、開口端側が拡開した円錐面からなるガイド面17a,17bがそれぞれ設けられているとともに、大径パイプ11aの上端外周面及び大径部14の下端外周面には、それぞれ先端側が小径となる円錐面からなるガイド面11d及び14aが設けられている。   In addition, guide surfaces 17a and 17b each having a conical surface whose opening end side is widened are provided on the inner peripheral surface of the upper and lower opening ends of the insertion hole 17, and the upper end outer peripheral surface and the large diameter portion of the large diameter pipe 11a. 14 is provided with guide surfaces 11d and 14a each having a conical surface having a small diameter at the tip end.

このように形成した地盤改良機1により、リーダ4より長尺のスクリューシャフト9を使用して地盤改良を行う手順に基づいて前記伸縮ロッド11及び連結部材12の動きを説明する。まず、作業開始前は、図1,2に示すように、スクリュー駆動装置6はリーダ4の上端に配置され、スクリューシャフト9の中間部の角軸部9cがスクリュー駆動装置6に係合し、スクリューシャフト9の上部はスクリュー駆動装置6の上方に大きく突出した状態、下端の掘削具9aは地面から上昇した状態となっている。   The movement of the telescopic rod 11 and the connecting member 12 will be described based on the procedure for performing ground improvement using the screw shaft 9 longer than the leader 4 by the ground improvement machine 1 formed as described above. First, before starting the work, as shown in FIGS. 1 and 2, the screw driving device 6 is arranged at the upper end of the reader 4, and the angular shaft portion 9 c of the intermediate portion of the screw shaft 9 is engaged with the screw driving device 6. The upper part of the screw shaft 9 protrudes greatly above the screw driving device 6, and the excavator 9a at the lower end is raised from the ground.

このとき、スクリューシャフト9の上端に接続されたスイベルジョイント10の高さに応じて連結部材12が上昇した位置になり、これに伴って伸縮ロッド11も最大に伸長した状態となっている。また、伸縮ロッド11は、中段及び上段のパイプ11b,11cの自重によって短縮する方向に力が作用しているが、図3に示すように、連結部材12の挿通孔17の上側開口部周囲が鍔部材15の下面に当接していることによって伸長状態が維持される。   At this time, the connecting member 12 is raised according to the height of the swivel joint 10 connected to the upper end of the screw shaft 9, and the telescopic rod 11 is also extended to the maximum. Further, the telescopic rod 11 has a force acting in the direction of shortening due to its own weight of the middle and upper pipes 11b and 11c, but as shown in FIG. 3, the periphery of the upper opening of the insertion hole 17 of the connecting member 12 is The stretched state is maintained by being in contact with the lower surface of the flange member 15.

この状態でスクリュー駆動装置6を作動させてスクリューシャフト9を回転駆動するとともに、スクリュー駆動装置6をリーダ4に沿って下降させ、同時に注入ホース8からスイベルジョイント10を介してスクリューシャフト9内に地盤改良剤を注入する。このとき、伸縮ロッド11は、スクリュー駆動装置6及びスクリューシャフト9と共に下降するので、伸長状態を保ったままの状態となっている。   In this state, the screw driving device 6 is operated to rotationally drive the screw shaft 9, and the screw driving device 6 is lowered along the leader 4, and at the same time, ground from the injection hose 8 into the screw shaft 9 through the swivel joint 10. Inject improver. At this time, since the telescopic rod 11 descends together with the screw driving device 6 and the screw shaft 9, the stretched rod 11 remains in an expanded state.

スクリュー駆動装置6をリーダ4の下端に下降させた後、スクリュー駆動装置6及び地盤改良剤の注入を停止して角軸部9cとスクリュー駆動装置6との係合状態を解除し、スクリューシャフト9の上端部の角軸部9dと係合する位置までスクリュー駆動装置6を上昇させる。スクリュー駆動装置6は、スクリューシャフト9との係合状態を解除した状態で上昇するため、スクリュー駆動装置6の上昇に伴ってスクリューシャフト9の突出量が減少し、スクリュー駆動装置6とスイベルジョイント10との距離が次第に短くなる。   After lowering the screw driving device 6 to the lower end of the reader 4, the screw driving device 6 and the injection of the ground improver are stopped, the engagement state between the angular shaft portion 9 c and the screw driving device 6 is released, and the screw shaft 9 The screw drive device 6 is raised to a position where it engages with the angular shaft portion 9d at the upper end of the screw. Since the screw drive device 6 rises in a state where the engagement state with the screw shaft 9 is released, the protrusion amount of the screw shaft 9 decreases with the rise of the screw drive device 6, and the screw drive device 6 and the swivel joint 10. The distance between and becomes gradually shorter.

これに伴って伸縮ロッド11が縮まっていき、中段及び上段のパイプ11b,11cは共に大径パイプ11a内に収まった状態になり、小径パイプ11cの上端に設けられた大径部14の下端が大径パイプ11aの上端に当接することによって、図4に示すように伸縮ロッド11が最も短縮した状態になる。   Along with this, the telescopic rod 11 is contracted, and the middle and upper pipes 11b and 11c are both housed in the large diameter pipe 11a, and the lower end of the large diameter portion 14 provided at the upper end of the small diameter pipe 11c is By contacting the upper end of the large-diameter pipe 11a, the telescopic rod 11 is in the most shortened state as shown in FIG.

また、輸送時状態にするには、スクリューシャフト9の下部側を取り外したうえで、バックステー5を短縮させて、リーダ4を横に倒す。その際に、図4に示すような伸縮ロッド11の短縮状態を維持したまま、スクリュー駆動装置6がリーダ4に設けられている。このような構成にすることにより、輸送中に伸縮ロッド11の小径パイプ11cが上側に伸びようとしても、伸び止め部材と鍔部材に設けられた緩衝プレートが当接するので、それ以上は伸びないため、安全な輸送が可能となる。   Further, in order to set the transportation state, the lower side of the screw shaft 9 is removed, the backstay 5 is shortened, and the leader 4 is tilted sideways. At that time, the screw drive device 6 is provided in the reader 4 while maintaining the shortened state of the telescopic rod 11 as shown in FIG. By adopting such a configuration, even if the small diameter pipe 11c of the telescopic rod 11 is extended upward during transportation, the buffer plate provided on the expansion preventing member and the flange member abuts, so that it does not extend further. Safe transport is possible.

図7は、本発明の第2形態例を示し、第1形態例と同様の構成要素を示すものには、同一の符号をそれぞれ付して、その詳細な説明は省略する。本形態例の伸び止め部材30は、挿通孔17の周囲に対向して立設された一対の側面板31,31と、両側面板を繋ぐように設けられた天井板32とから形成されている。また、緩衝プレート33は、天井板32の下面にボルト34によって固定されている。このように形成することにより、連結部材12に伸び止め部材挿通孔ほどの孔を設ける必要はなく、側面板31を固定するためのボルト穴を設ける程度で十分である。また、天井板32に緩衝プレートを設けるので、既存の伸縮ロッドを用いる場合には、伸縮ロッドへの加工等を施さなくてもすむ。   FIG. 7 shows a second embodiment of the present invention. Components that are the same as those in the first embodiment are denoted by the same reference numerals, and detailed description thereof is omitted. The stretch preventing member 30 according to the present embodiment is formed by a pair of side plates 31, 31 erected so as to face the periphery of the insertion hole 17, and a ceiling plate 32 provided so as to connect both side plates. . The buffer plate 33 is fixed to the lower surface of the ceiling plate 32 with bolts 34. By forming in this way, it is not necessary to provide the connecting member 12 with a hole as long as the extension preventing member insertion hole, and it is sufficient to provide a bolt hole for fixing the side plate 31. Further, since the buffer plate is provided on the ceiling plate 32, when an existing telescopic rod is used, it is not necessary to process the telescopic rod.

なお、連結部材12におけるスイベルジョイント10の保持位置は、つれ回りするのを防止することができれば適宜な位置に設定することができる。さらに、連結部材12とホース保持部材13を平面視V字状に一体になったものを用いたが、連結部材12の昇降に伴って注入ホース8を保持することができれば、位置や形状を任意に設定することができる。   The holding position of the swivel joint 10 in the connecting member 12 can be set to an appropriate position as long as it can be prevented from being swung. Further, the connecting member 12 and the hose holding member 13 are integrated in a V shape in plan view. However, if the injection hose 8 can be held as the connecting member 12 moves up and down, the position and shape can be arbitrarily set. Can be set to

1…地盤改良機、2…走行部、3…ベースマシン、4…リーダ、5…バックステー、6…スクリュー駆動装置、6a…ブラケット、7…スクリューガイド、8…注入ホース、9…スクリューシャフト、9a…掘削具、9b…撹拌具、9c,9d…角軸部、10…スイベルジョイント、11…伸縮ロッド、11a,11b,11c…パイプ,12…連結部材、13…ホース保持部材、14…大径部、15…鍔部材、16…ボルト、17…挿通孔、18…伸び止め部材、19…伸び止め部材挿通孔、20…ナット、21…緩衝プレート、22…ボルト、30…伸び止め部材、31…側面板、32…天井板、33…緩衝プレート、34…ボルト   DESCRIPTION OF SYMBOLS 1 ... Ground improvement machine, 2 ... Running part, 3 ... Base machine, 4 ... Leader, 5 ... Back stay, 6 ... Screw drive device, 6a ... Bracket, 7 ... Screw guide, 8 ... Injection hose, 9 ... Screw shaft, 9a ... excavator, 9b ... stirrer, 9c, 9d ... square shaft part, 10 ... swivel joint, 11 ... telescopic rod, 11a, 11b, 11c ... pipe, 12 ... connecting member, 13 ... hose holding member, 14 ... large Diameter part, 15 ... 鍔 member, 16 ... bolt, 17 ... insertion hole, 18 ... extension preventing member, 19 ... extension prevention member insertion hole, 20 ... nut, 21 ... buffer plate, 22 ... bolt, 30 ... extension prevention member, 31 ... side plate, 32 ... ceiling plate, 33 ... buffer plate, 34 ... bolt

Claims (4)

作業機に立設したリーダに、スクリューシャフトを回転駆動するスクリュー駆動装置を昇降可能に設け、該スクリューシャフトの上端に地盤改良剤の注入ホースをスイベルジョイントを介して接続した地盤改良機において、
前記スクリュー駆動装置に設けられた伸縮ロッドと、
該伸縮ロッドと前記スイベルジョイントとを連結する連結部材とを有し、
前記伸縮ロッドは、径の異なる複数のパイプを同軸に摺動可能に連結して伸縮可能に形成され、最外部の大径パイプが前記スクリュー駆動装置に固定され、最内部の小径パイプの上端に前記大径パイプと同じ外径の大径部が設けられるとともに、該大径部の上部には、大径部の外径よりも大きい鍔部材が設けられ、
前記伸縮ロッドは、前記連結部材に設けられた前記大径部の外径より大きく、かつ、鍔部材の外径よりも小さい内径を有する挿通孔に挿通されるとともに、
前記連結部材に、前記鍔部材の上面が当接することにより前記伸縮ロッドの上部側への伸びを防ぐ伸び止め部材が、前記挿通孔を跨ぐように立設されていることを特徴とする地盤改良機。
In a ground improvement machine in which a screw drive device that rotationally drives a screw shaft is provided on a leader standing on a work machine so that the screw shaft can be moved up and down, and an injection hose of a ground improvement agent is connected to the upper end of the screw shaft via a swivel joint.
A telescopic rod provided in the screw driving device;
A connecting member for connecting the telescopic rod and the swivel joint;
The telescopic rod is formed to be extendable by coaxially slidably connecting a plurality of pipes having different diameters, and the outermost large-diameter pipe is fixed to the screw drive device, and is attached to the upper end of the innermost small-diameter pipe. A large-diameter portion having the same outer diameter as the large-diameter pipe is provided, and an upper portion of the large-diameter portion is provided with a flange member larger than the outer diameter of the large-diameter portion,
The telescopic rod is inserted through an insertion hole having an inner diameter that is larger than the outer diameter of the large-diameter portion provided in the connecting member and smaller than the outer diameter of the flange member,
A ground improvement characterized in that an extension stop member that prevents the extension rod from extending to the upper side when the upper surface of the flange member comes into contact with the connecting member is erected so as to straddle the insertion hole. Machine.
前記伸び止め部材は、一本の棒材をコ字状に折り曲げることにより形成されていることを特徴とする請求項1記載の地盤改良機。 2. The ground improvement machine according to claim 1, wherein the anti-elongation member is formed by bending a single bar material into a U-shape. 前記伸び止め部材は、板材をコ字状に組合せたことにより形成されていることを特徴とする請求項1記載の地盤改良機。 2. The ground improvement machine according to claim 1, wherein the stretch preventing member is formed by combining plate members in a U-shape. 前記伸び止め部材と前記鍔部材との間に緩衝プレートを設けたことを特徴とする請求項1から3のいずれか1項に記載の地盤改良機。 The ground improvement machine according to any one of claims 1 to 3, wherein a buffer plate is provided between the stretch preventing member and the flange member.
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