JP5093767B2 - Enlarged head with fluid pressure and single flow path switching by forward / reverse rotation - Google Patents

Enlarged head with fluid pressure and single flow path switching by forward / reverse rotation Download PDF

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JP5093767B2
JP5093767B2 JP2007067477A JP2007067477A JP5093767B2 JP 5093767 B2 JP5093767 B2 JP 5093767B2 JP 2007067477 A JP2007067477 A JP 2007067477A JP 2007067477 A JP2007067477 A JP 2007067477A JP 5093767 B2 JP5093767 B2 JP 5093767B2
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fluid
expansion
flow path
head
fluid pressure
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JP2008202376A (en
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衛 ▲浜▼野
光俊 鳥飼
諭一 林
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Sanwa Kizai Co Ltd
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本発明は、掘削スクリューロッド、掘削撹拌ロッド等の掘削作業ロッドの下端部に装備される拡大ヘッドであって、流体圧シリンダにより拡縮される拡大翼を有する拡大ヘッドに関する。  The present invention relates to an expansion head provided at a lower end portion of a drilling work rod such as a drilling screw rod or a drilling agitation rod, and having an expansion blade expanded or contracted by a fluid pressure cylinder.

従来、知られる拡大ヘッドとして、スクリューロッド下端の掘削羽根の外周部に拡大翼を拡縮方向に回転自在に軸支し、そしてスクリューロッドの正回転による掘削時には周囲の土圧により拡大翼を閉縮させるが、拡大掘削のときはスクリューロッドを逆回転させて周囲の土圧により拡大翼を拡開させるものがある。(特許文献1参照)  As a conventionally known expansion head, the expansion blade is pivotally supported in the expansion / contraction direction on the outer periphery of the drilling blade at the lower end of the screw rod, and the expansion blade is closed and contracted by the surrounding earth pressure during excavation by the positive rotation of the screw rod. However, in the case of expansion excavation, there is one that reversely rotates the screw rod and expands the expansion blade by the surrounding earth pressure. (See Patent Document 1)

しかし、上記の従来ヘッドでは、拡縮動作の信頼性に乏しいばかりでなく、逆転回転時に拡大翼が一気に最大開度に拡開するため、回転駆動部に過大な負荷が加わり、特に硬質地盤の拡大掘削において、スクリューロッドが回転不能に至ることがしばしばあった。  However, the above-mentioned conventional head not only lacks the reliability of the expansion / contraction operation, but also the expansion blade expands to the maximum opening at a time during reverse rotation, so an excessive load is applied to the rotation drive part, especially the expansion of hard ground During drilling, the screw rod often became non-rotatable.

これを改善するため、油圧シリンダにより拡開するものが開発され、そのうちヘッドロッド内に複動式油圧シリンダを内蔵すると共に該シリンダに油圧を給排すべき2系統の油流路をスクリューロッド内に縦通したもの(特許文献1参照)では、スクリューロッドの継足し接続部の構造が複雑で大型化し、その結果スクリューロッド接続部外周での掘削土砂の通過面積が狭くなり、排土機能を低下させる難点があった。(特許文献2参照)  In order to remedy this, a cylinder that expands with a hydraulic cylinder has been developed. Among them, a double-acting hydraulic cylinder is built in the head rod, and two oil flow paths for supplying and discharging hydraulic pressure to the cylinder are installed in the screw rod. (See Patent Document 1), the structure of the connecting joint of the screw rod is complicated and large in size, and as a result, the passing area of the excavated sediment on the outer periphery of the screw rod connecting section is reduced, and the soil removal function is reduced. There was a difficulty to reduce. (See Patent Document 2)

上記難点を改良する他の例として、ヘッドロッド内に、スプリングを内装した単動式油圧シリンダを内蔵すると共に、1系統の油流路をスクリューロッド内に縦通したもの(特許文献2参照)が提案されたが、拡大ヘッドの上下動時に土圧抵抗、掘削抵抗等に抗して拡大翼の位置を保持するものはシリンダ内のスプリング力であるため、時には拡大翼が予定外の拡縮を行うことがあり、これを防止するには、上記スプリングの強大化、大型化が必要となる問題が残されていた。  As another example of improving the above-mentioned difficulty, a single-acting hydraulic cylinder with a built-in spring is incorporated in the head rod and one oil passage is vertically passed through the screw rod (see Patent Document 2). However, it is the spring force in the cylinder that holds the position of the expansion blade against the earth pressure resistance and excavation resistance when the expansion head moves up and down. In order to prevent this, there has been a problem that the spring needs to be strengthened and enlarged.

これらの理由から、特許文献4の方法が提案されたが、この方法はバッテリーをヘッドロッド内に内蔵させ、シリンダを作動させる圧力流体の圧を感知し、その信号で圧力流体を電磁切替弁により流路を切替え、拡大翼の拡縮を行うため、バッテリーの保守取替えが面倒であるだけでなく、振動や湿潤環境という過酷な作業条件で使用されるため、電気回路の不調、漏電等のトラブルが生じることがあった。(特許文献4参照)
特開2003−239669 特開2002−322890 実公昭62−35745 特開2006−009540
For these reasons, the method of Patent Document 4 has been proposed. In this method, a battery is built in the head rod, the pressure of the pressure fluid that operates the cylinder is detected, and the pressure fluid is detected by an electromagnetic switching valve based on the signal. Not only is the maintenance and replacement of the battery troublesome because it switches the flow path and expands and contracts the expansion blades, but it is also used under harsh working conditions such as vibration and wet environments, so troubles such as malfunction of the electric circuit and leakage It sometimes occurred. (See Patent Document 4)
JP2003-239669 JP 2002-322890 A Shoko Sho 62-35745 JP 2006-009540 A

本願第1の発明は、拡大翼の拡縮駆動手段として、スプリング無しの流体圧シリンダを使用し、該シリンダを作業ロッドに縦通した1系統の流体圧流路によって駆動し、それにより作業ロッドの継足し接続部の簡略化、小型化が可能であり、更に、メンテナンスが容易な、拡大ヘッドを提供することを課題とし、  The first invention of the present application uses a fluid pressure cylinder without a spring as expansion / contraction driving means for the expansion blade, and the cylinder is driven by a single fluid pressure flow path vertically connected to the work rod, thereby connecting the work rod. The objective is to provide an enlarged head that can be simplified and reduced in size, and that is easy to maintain,

本願第2の発明は、上記第1発明の課題に加え、拡大ヘッドの上下動時にも拡大翼の任意開度の拡縮を行うことのできる拡大ヘッドを提供することを課題とする。  In addition to the problem of the first invention, the second invention of the present application has an object to provide an expansion head capable of expanding and contracting the expansion blade at an arbitrary opening degree even when the expansion head moves up and down.

本願第3の発明は、上記第1及び第2の発明の課題に加え、流体の放出が環境問題を起こさぬ拡大ヘッドを提供することを課題とする。  The third invention of the present application has an object to provide an enlarged head in which the discharge of fluid does not cause an environmental problem in addition to the problems of the first and second inventions.

課題を解決しようとする手段Means to solve the problem

本願第1発明は掘削作業ロッド下端部のヘッドロッド内に、流体圧シリンダを内蔵すると共に、上記シリンダに外部から圧力流体を供給すべき1系統の流体流路を上記掘削作業ロッドに縦通し、上記ヘッドロッドの外周部に、上記流体圧シリンダの駆動により拡縮される拡大翼を設けた構成において、
上記ヘッドロッドの回転方向により揺動する抵抗板を設け、該抵抗板の揺動により機械式にて、上記流体圧シリンダへの流体流路切替用切替弁を作動させ、拡大翼を拡縮させるようにしたことを特徴とする拡大ヘッドにある。
The first invention of the present application incorporates a fluid pressure cylinder in the head rod at the lower end portion of the excavation work rod, and vertically passes through one excavation work rod a fluid passage for supplying pressure fluid from the outside to the cylinder. In a configuration in which an enlarged blade that is expanded and contracted by driving the fluid pressure cylinder is provided on the outer periphery of the head rod,
A resistance plate that swings according to the direction of rotation of the head rod is provided, and the switching valve for switching the fluid flow path to the fluid pressure cylinder is operated mechanically by swinging the resistance plate to expand and contract the expansion blade. It is in the magnifying head characterized by that.

また、本願第2の発明は、上記1系統の流体流路が外部に配置された流体圧ポンプ及び少なくとも流体圧シリンダへの流体流路切替用切替弁を含む流体圧回路と接続され、
上記1系統の流体流路に、上記流体圧シリンダへの流体量を計測する流量計を設け、この流量により上記拡大翼の任意開度の拡縮を行えるようにしたことを特徴とする請求項1の拡大ヘッドにある。
Further, the second invention of the present application is connected to a fluid pressure circuit including a fluid pressure pump in which the fluid passage of the one system is arranged outside and a switching valve for fluid passage switching to at least a fluid pressure cylinder,
2. A flow meter for measuring a fluid amount to the fluid pressure cylinder is provided in the fluid passage of the one system, and the flow rate of the expansion blade can be increased or reduced by the flow rate. In the expansion head.

更に、本願第3の発明は、水を流体とすることを特徴とする請求項1及び請求項2の拡大ヘッドにある。  Further, the third invention of the present application is the expansion head according to claim 1 or 2, wherein water is used as a fluid.

発明の効果Effect of the invention

本願第1発明の正逆回転動作により機械的に切替を行う拡大ヘッドは、従来のスプリングを内装した単動式油圧シリンダを、掘削作業ロッドに縦通された1系統の流体流路を通じて供給される流体圧により一方向に駆動し、他方向への駆動は上記スプリングによって行う拡大ヘッドと異なり、流体圧シリンダへの流体流入出ラインを抵抗板の揺動動作により流体流路切替用切替弁を作動させ、拡大翼の拡縮を行わせるものであり、従来ヘッドと同様に掘削作業ロッドの接続部を簡単な構造で小型化することが可能となり、拡縮の切替を機械的に行わせるためメンテナンスが容易となる。  The expansion head that mechanically switches by forward / reverse rotation operation according to the first invention of the present application is supplied through a single-fluid flow path vertically connected to the excavation work rod through a conventional single-acting hydraulic cylinder with a built-in spring. Unlike the expansion head, which is driven in one direction by fluid pressure and driven in the other direction by the spring, the fluid flow line switching valve is connected to the fluid pressure cylinder by swinging the resistance plate. Operates and expands / contracts the expansion wings. Like the conventional head, the connecting portion of the excavation work rod can be reduced in size with a simple structure, and maintenance is performed because the expansion / contraction switching is performed mechanically. It becomes easy.

本願第2発明の拡大ヘッドは、上記第1の発明における1系統の流体通路に、上記流体圧シリンダへの流体量を計測する流量計を設け、この流量により、上記第1の発明に加え、拡大翼を任意開度に拡縮させることができるので、所望開度の拡大掘削を行うことができると共に、徐々に拡大翼の拡縮を行うことにより過大な負荷によるトラブルを忌避できる。  The expansion head of the second invention of the present application is provided with a flow meter for measuring the amount of fluid to the fluid pressure cylinder in one system of fluid passage in the first invention, and in addition to the first invention, by this flow rate, Since the expansion blades can be expanded and contracted to an arbitrary opening, it is possible to perform an expansion excavation with a desired opening, and avoid the trouble caused by an excessive load by gradually expanding and contracting the expansion blades.

本願第3の発明として、水を流体として用いることにより、原地盤中に放出しても問題が発生しない。  As 3rd invention of this application, even if it discharge | releases in an original ground by using water as a fluid, a problem does not generate | occur | produce.

以下、本発明を図面に示す実施の形態を参照して説明する。  The present invention will be described below with reference to embodiments shown in the drawings.

図1は本発明を実施するに用いる正逆回転動作により機械的切替機構を有する拡大ヘッドの一実施形態を示すもので、一般的な掘削スクリューロッド1下端部に取り付ける、水圧によって作動する拡大ヘッド2に実施した例で、本体ロッド3の下端に中空のヘッドロッド4を同一軸線上に接続し、該ヘッドロッド4の外周部に一対の拡大翼5、5を設けると共に、ヘッドロッド4内部に、拡大翼5,5を拡縮すべき水圧シリンダ16を内装してある。
そして、拡大翼5、5はピストンロッド15が上方へ移動したとき拡開し、下方へ移動したとき閉縮する構成であり、一対の拡大翼5,5は、上記ヘッドロッド4の外周面における垂直方向に相対する位置に突設されたブラケット30、30に、翼基端部において、該ヘッドロッド4の軸心線を通る平面上で揺動自在に軸31、31により支持し、更に上記シリンダ16の下端部外周面における直径方向に対する位置に両端部が突設した拡大翼拡縮用ブラケット32を、上記ヘッドロッド4の周壁に開設された母線方向の長孔33、33を通して突出している該ブラケット32突出部に作動リンク34、34の一端部を軸35、35により夫々揺動自在に連結すると共に、該作動リンク34、34の他端部を上記拡大翼5、5の中間部基端寄りの位置に軸36、36によりそれぞれ揺動自在に連結されている。
FIG. 1 shows an embodiment of an enlargement head having a mechanical switching mechanism by forward / reverse rotation operation used for carrying out the present invention. The enlargement head operated by water pressure is attached to the lower end portion of a general drilling screw rod 1. 2, a hollow head rod 4 is connected to the lower end of the main body rod 3 on the same axis, and a pair of enlarged wings 5 and 5 are provided on the outer periphery of the head rod 4. A hydraulic cylinder 16 for expanding and contracting the expansion blades 5 and 5 is provided.
The expansion blades 5 and 5 are configured to expand when the piston rod 15 moves upward, and close and contract when the piston rod 15 moves downward. The pair of expansion blades 5 and 5 are arranged on the outer peripheral surface of the head rod 4. Brackets 30, 30 projecting at positions opposed to the vertical direction are supported by shafts 31, 31 at the blade base end so as to be swingable on a plane passing through the axis of the head rod 4. An expansion blade expansion / contraction bracket 32 having both ends projecting at positions in the diameter direction on the outer peripheral surface of the lower end portion of the cylinder 16 protrudes through elongated holes 33, 33 formed in the peripheral wall of the head rod 4 in the busbar direction. One end portions of the operating links 34 and 34 are pivotally connected to the projecting portion of the bracket 32 by shafts 35 and 35, respectively, and the other end portions of the operating links 34 and 34 are connected to the base end of the intermediate portion of the expanding blades 5 and 5. Stop It is swingably connected respectively by a shaft 36 and 36 to the position.

また、図1のXX矢視断面図を図2に示したように、ヘッドロッド4外周に内側に窪み22部分を有する揺動ブラケット7が、揺動自在に外挿されており、そのブラケット7には抵抗板9が固着され、ヘッドロッド4側には抵抗板9、9の回転揺動を規制するストッパー8、・・が固着されている。
そして、水圧ユニット17からの圧力水を水圧シリンダ16のピストン14上部又は下部へ送込む流路切替弁10が、ヘッドロッド4の内部にバネ23支持により摺動自在に埋め込まれ、ブラケット7の窪み22内に流路切替弁10の切替用ピン24が突き出るようになっており、ヘッドロッド4の逆回転で抵抗板9、9にかかる土圧にてブラケット7が左側から右側のストッパー8、・・まで移動するようになっている。このとき、流路切替弁10の切替用ピン24部の状態はブラケット7の窪み21部分(図2−1)から窪み21のない部分(図2−2)に移り、切替用ピン24はヘッドロッド4の内部に押込まれ、それによって流路を切替るように構成されている。尚、水圧ユニット17からの水圧シリンダ16への送水で送り出されるシリンダ16内の水は切替弁10からD流路を通りチャッキ弁13から放出されるようになっている。
Further, as shown in FIG. 2 which is a sectional view taken along the line XX in FIG. 1, a swing bracket 7 having a recess 22 inside on the outer periphery of the head rod 4 is inserted so as to be swingable. A resistance plate 9 is fixed to the head rod 4, and a stopper 8,... For restricting the rotational swing of the resistance plates 9, 9 is fixed to the head rod 4 side.
A flow path switching valve 10 for sending the pressure water from the hydraulic unit 17 to the upper part or the lower part of the piston 14 of the hydraulic cylinder 16 is slidably embedded in the head rod 4 by a spring 23 support. 22, the switching pin 24 of the flow path switching valve 10 protrudes, and the bracket 7 is moved from the left side to the right side stopper 8 by earth pressure applied to the resistance plates 9, 9 by the reverse rotation of the head rod 4.・ It moves to. At this time, the state of the switching pin 24 portion of the flow path switching valve 10 moves from the recess 21 portion of the bracket 7 (FIG. 2-1) to the portion without the recess 21 (FIG. 2-2). It is configured to be pushed into the rod 4 and thereby switch the flow path. In addition, the water in the cylinder 16 sent out by the water supply from the water pressure unit 17 to the hydraulic cylinder 16 is discharged from the check valve 13 through the D flow path from the switching valve 10.

尚、図3に示したように、水圧ユニット17には水圧ポンプ18、圧水吐出ラインAの異常高圧回避用リリーフ弁21、送水弁20及び拡大翼5の開度決定用流量計19が設けられている。
また、流路切替弁10から水圧シリンダ16の圧水流路B、C間に双方の流路圧にて作動するパイロットチェック弁11、12が配置されている.
As shown in FIG. 3, the hydraulic unit 17 is provided with a hydraulic pump 18, a relief valve 21 for avoiding abnormally high pressure in the pressurized water discharge line A, a water supply valve 20, and a flow meter 19 for determining the opening degree of the enlarged blade 5. It has been.
Further, pilot check valves 11 and 12 that are operated with both flow path pressures are disposed between the flow path switching valve 10 and the pressure water flow paths B and C of the hydraulic cylinder 16.

次に上記実施の形態の作用を図1、図2及び図3を参照して説明する。  Next, the operation of the above embodiment will be described with reference to FIGS.

先ず、拡大翼5、5を閉縮した状態(図3の(イ))にて縦掘削を行い、掘削の途中または所定深さ掘削終了時に拡大翼5、5を拡開するとき、そのままヘッドロッド4を回転させながら、水圧ユニット17の送水弁20を開にして水圧ポンプ18を駆動し、予め作成した開度(掘削径)−圧送水量表から、所望の拡大翼5、5開度に相当する圧水を流量計19にて計測送水する。このとき、水圧ユニット17からの圧水は流路A、切替弁10、パイロットチャッキ弁11を経由して水圧シリンダ16の下側に送水され、ピストン14を押し上げる(図3の(ロ))。そして、水圧シリンダ16上部に予め充填されていた水の内ピストン14の押し上げにより排除される分はB流路に圧が掛かることによってパイロットチャッキ弁12が開きC流路、切替弁10、D流路を経由してチャッキ弁13から地中に放出される。このとき、本例では、流体として水を使用しているので地中に放出しても環境問題を起こすことがない。そして、圧送水量が所定の水量に達した時点で、水圧ユニット17内の送水弁20を閉にして水圧ポンプ18を停止する。  First, vertical excavation is performed in a state in which the expansion blades 5 and 5 are closed (FIG. 3A), and when the expansion blades 5 and 5 are expanded in the middle of excavation or at the end of a predetermined depth, the head is used as it is. While rotating the rod 4, the water supply valve 20 of the water pressure unit 17 is opened to drive the water pressure pump 18, and from the previously created opening (excavation diameter) -pressure water supply amount table, to the desired expansion blade 5 and 5 opening. Corresponding pressurized water is measured and fed by the flow meter 19. At this time, the pressurized water from the hydraulic unit 17 is sent to the lower side of the hydraulic cylinder 16 via the flow path A, the switching valve 10 and the pilot check valve 11 to push up the piston 14 ((b) in FIG. 3). Then, the pilot check valve 12 is opened by applying pressure to the B flow path by the amount removed by pushing up the piston 14 in the water previously filled in the upper part of the hydraulic cylinder 16, and the C flow path, the switching valve 10, the D flow It is discharged into the ground from the check valve 13 via the road. At this time, in this example, since water is used as a fluid, environmental problems do not occur even if it is discharged into the ground. Then, when the pressure water supply amount reaches a predetermined water amount, the water supply valve 20 in the water pressure unit 17 is closed and the water pressure pump 18 is stopped.

この操作を繰り返すことにより、拡大翼5、5は急拡大することなく徐々に拡大でき、任意の場所で所望開度での拡大掘削が行えることとなる。尚、図3の(ハ)は、送水によりピストン14が最上部まで押し上げられた状態即ち、拡大翼5、5が最大開度の状態を示している。  By repeating this operation, the expansion blades 5 and 5 can be gradually expanded without sudden expansion, and expansion excavation at a desired opening degree can be performed at an arbitrary place. FIG. 3 (C) shows a state in which the piston 14 is pushed up to the uppermost position by water supply, that is, the enlarged blades 5 and 5 are in the maximum opening.

実際の拡幅掘削は、縦掘削した所望の位置にて、水圧ユニット17内の送水弁20を開にして後、上記の方法で拡大翼5、5を途中開度固定状態に拡開し送水弁20を閉にして、第一段階拡幅掘削を行い、次に再度送水弁20を開にして拡大翼5、5の開度を前述の方法で更に上げてから送水弁20を閉にして、次段階の拡幅掘削という操作を所定回繰り返すことにより、徐々に拡幅掘削が行えるので、拡大翼5、5が一気に最大開度に拡開して回転駆動部に過大な付加が加わりスクリューロッドが回転不能に至るというようなことがない。  In the actual widening excavation, the water supply valve 20 in the hydraulic unit 17 is opened at a desired position where the vertical excavation is performed, and then the expansion blades 5 and 5 are expanded to a fixed opening degree in the middle by the above method. 20 is closed, the first stage widening excavation is performed, and then the water supply valve 20 is opened again to further increase the opening of the expansion blades 5 and 5 by the above-described method. Widening excavation can be performed gradually by repeating the operation of widening excavation a predetermined number of times, so that the expansion blades 5 and 5 are expanded to the maximum opening at a stretch, adding excessive addition to the rotation drive unit, and the screw rod cannot rotate There is no such thing as reaching.

このようにして、所望の拡幅掘削または途中拡幅掘削が終了した時点で、本体ロッド3の回転を逆回転させる。こうすることにより、抵抗板9、9かかる土圧にてブラケット7が左側から右側のストッパー8、・・まで移動するので、ブラケット7の窪み22も右側に移動するため、ブラケット7窪み22内に突出ていた流路切替弁10のピン24はヘッドロッド4内に押込められ、切替弁10の流路が切替わる(図2の(2−2)、図3の(ニ))。この状態で、水圧ユニット17内の送水弁20を開として流路Aから流路Cを経由してシリンダ16の上部へ圧水を送り込むことにより、ピストン14を押し下げられ拡大翼5、5は閉縮する。このとき、水圧シリンダ16下部に充填されていた水の内ピストン14の押し下げにより排除される分はC流路に圧が掛かることによってパイロットチャッキ弁11が開きB流路、切替弁10、D流路を経由してチャッキ弁13から地中に放出される。  In this way, when the desired widening excavation or intermediate widening excavation is completed, the rotation of the main body rod 3 is reversed. By doing so, the bracket 7 is moved from the left side to the right stopper 8 by the earth pressure applied to the resistance plates 9, 9, so that the depression 22 of the bracket 7 also moves to the right side. The protruding pin 24 of the flow path switching valve 10 is pushed into the head rod 4 and the flow path of the switching valve 10 is switched ((2-2) in FIG. 2, (D) in FIG. 3). In this state, the water supply valve 20 in the water pressure unit 17 is opened and pressure water is sent from the flow path A to the upper part of the cylinder 16 via the flow path C, whereby the piston 14 is pushed down and the enlarged blades 5 and 5 are closed. Shrink. At this time, the pilot check valve 11 is opened by the pressure applied to the C flow path by the amount that is removed by pushing down the piston 14 in the water filled in the lower part of the hydraulic cylinder 16, and the B flow path, the switching valve 10, the D flow It is discharged into the ground from the check valve 13 via the road.

また、途中拡幅掘削を行い、拡大翼5、5を閉縮させて閉縮掘削を続け、再度拡幅掘削を行う場合は、所望の拡幅位置に来たところで、本体ロッド3の回転を逆回転させる。こうすることにより、抵抗板9、9かかる土圧にてブラケット7が右側から左側のストッパー8、・・まで移動するので、ヘッドロッド4内に押込められていた切替弁10のピン24は、現れたブラケット7の窪み22に突出ることとなり(図2の(2−1)、図3の(イ))、切替弁10の流路が切替わる。その時点で、水圧ユニット17の送水弁20を開にして水圧ポンプ18を駆動し、予め作成した開度(掘削径)−圧送水量表から、所望の拡大翼5、5開度に相当する圧水を流量計19にて計測送水することで、再度拡幅掘削が行えることとなる。  Further, when performing widening excavation on the way, closing the expansion blades 5 and 5 and continuing the closed excavation, and performing widening excavation again, the rotation of the main body rod 3 is reversed when the desired widening position is reached. . In this way, the resistance plate 9, the earth pressure applied to the bracket 7 moves from the right side to the left side stopper 8..., So that the pin 24 of the switching valve 10 pushed into the head rod 4 is It will protrude in the hollow 22 of the bracket 7 which appeared ((2-1) of FIG. 2, (A) of FIG. 3), and the flow path of the switching valve 10 switches. At that time, the water supply valve 20 of the water pressure unit 17 is opened and the water pressure pump 18 is driven, and the pressure corresponding to the desired expansion blade 5 and 5 opening is determined from the previously created opening (excavation diameter) -pressure supply amount table. By measuring and feeding water with the flow meter 19, widening excavation can be performed again.

そして、最終的に同様の方法にて、拡大翼5,5を閉縮した状態にし、本体ロッド3を地上に引き揚げ、拡幅掘削が完了となる。  And finally, by the same method, the expansion wings 5 and 5 are closed and contracted, the main body rod 3 is lifted to the ground, and widening excavation is completed.

このようにして、所望の拡大掘削が課題に掲げた種々の問題を伴うことなく行うことができる。  In this way, the desired expanded excavation can be performed without the various problems listed as challenges.

本発明における拡大ヘッドの一実施形態を示す縦断正面図。  The longitudinal section front view showing one embodiment of the expansion head in the present invention. 図1のXX矢視断面図である。  It is XX arrow sectional drawing of FIG. 本発明説明用の拡大翼駆動用水圧回路及びその状態図であり、(イ)は拡大翼閉縮状態(ロ)は部分拡開状態、(ハ)は全開状態、(ニ)は閉縮切替時の水圧回路図である。  FIG. 3 is a hydraulic circuit for driving an enlarged blade for explaining the present invention and a state diagram thereof. (A) is an enlarged blade closed / contracted state (b) is a partially expanded state, (c) is a fully opened state, and (d) is a closed / closed switch. It is a hydraulic-pressure circuit diagram at the time.

符号の説明Explanation of symbols

1 スクリューロッド
2 拡大ヘッド
3 本体ロッド
4 ヘッドロッド
5 拡大翼
6 流路
7 揺動ブラケット
8 ストッパー
9 抵抗板
10 切替弁
11、12 パイロットチャッキ弁
13 チャッキ弁
14 ピストン
15 ピストンロッド
16 シリンダ
17 水圧ユニット
18 水圧ポンプ
19 水量計
20 送水弁
21 リリーフ弁
22 窪み
23 バネ
24 ピン
30 ブラケット
31 軸
32 拡縮用ブラケット
33 長孔
34 作動リンク
35 軸
36 軸
A、B、C、D 流路
DESCRIPTION OF SYMBOLS 1 Screw rod 2 Expansion head 3 Main body rod 4 Head rod 5 Expansion blade 6 Flow path 7 Oscillation bracket 8 Stopper 9 Resistance plate 10 Switching valve 11, 12 Pilot check valve 13 Check valve 14 Piston 15 Piston rod 16 Cylinder 17 Hydraulic unit 18 Water pressure pump 19 Water meter 20 Water supply valve 21 Relief valve 22 Recess 23 Spring 24 Pin 30 Bracket 31 Shaft 32 Expansion / contraction bracket 33 Long hole 34 Actuation link 35 Shaft 36 Shafts A, B, C, D

Claims (3)

掘削作業ロッド下端部のヘッドロッド内に、流体圧シリンダを内蔵すると共に、上記シリンダに外部から圧力流体を供給すべき1系統の流体流路を上記掘削作業ロッドに縦通し、上記ヘッドロッドの外周部に、上記流体圧シリンダの駆動により拡縮される拡大翼を設けた構成において、
上記ヘッドロッドの回転方向により揺動する抵抗板を設け、該抵抗板の揺動により上記流体圧シリンダへの流体流路切替用切替弁を作動させ、拡大翼を拡縮させるようにしたことを特徴とする拡大ヘッド。
A fluid pressure cylinder is built in the head rod at the lower end of the excavation work rod, and a fluid passage for supplying pressure fluid from the outside to the cylinder is vertically passed through the excavation work rod, and the outer periphery of the head rod In the configuration in which the expansion wing that is expanded and contracted by driving the fluid pressure cylinder is provided in the part,
A resistance plate that swings according to the rotation direction of the head rod is provided, and the switching valve for switching the fluid flow path to the fluid pressure cylinder is operated by swinging the resistance plate to expand and contract the expansion blade. And an enlarged head.
上記1系統の流体流路は、外部に配置された流体圧ポンプ及び少なくとも流体圧シリンダへの流体流路切替用切替弁を含む流体圧回路と接続され、
上記1系統の流体流路に、上記流体圧シリンダへの流体量を計測する流量計を設け、この流量により上記拡大翼の任意開度の拡縮を行えるようにしたことを特徴とする請求項1の拡大ヘッド。
The one-system fluid flow path is connected to a fluid pressure circuit including a fluid pressure pump arranged outside and at least a fluid flow path switching valve to a fluid pressure cylinder,
2. A flow meter for measuring a fluid amount to the fluid pressure cylinder is provided in the fluid passage of the one system, and the flow rate of the expansion blade can be increased or reduced by the flow rate. Enlargement head.
上記圧力流体として水を用いることを特徴とする請求項1又は請求項2の拡大ヘッド。Enlarged head of claim 1 or claim 2, characterized in that water is used as the pressure fluid.
JP2007067477A 2007-02-19 2007-02-19 Enlarged head with fluid pressure and single flow path switching by forward / reverse rotation Expired - Fee Related JP5093767B2 (en)

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JP5244539B2 (en) * 2008-10-24 2013-07-24 三和機材株式会社 Cylinder advancing / retracting type expansion head by excavation work rod forward / reverse rotation
CN102373884B (en) * 2010-08-17 2013-12-04 淮南矿业(集团)有限责任公司 Borehole-enlarging and bottom-enlarging drill

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JPS60226993A (en) * 1984-04-23 1985-11-12 玉田 真作育 Hydraulic hole enlarging bit
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