JPH0554637U - Multiple Auger Drilling Rig - Google Patents

Multiple Auger Drilling Rig

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Publication number
JPH0554637U
JPH0554637U JP11298191U JP11298191U JPH0554637U JP H0554637 U JPH0554637 U JP H0554637U JP 11298191 U JP11298191 U JP 11298191U JP 11298191 U JP11298191 U JP 11298191U JP H0554637 U JPH0554637 U JP H0554637U
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JP
Japan
Prior art keywords
auger
foot
rod
cam
cutter
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.)
Pending
Application number
JP11298191U
Other languages
Japanese (ja)
Inventor
正人 大堀
征二 森
Original Assignee
株式会社大堀
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Application filed by 株式会社大堀 filed Critical 株式会社大堀
Priority to JP11298191U priority Critical patent/JPH0554637U/en
Publication of JPH0554637U publication Critical patent/JPH0554637U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 連続柱列孔を掘削すると共に交叉する円柱孔
面によって形成される突条土を削って平孔を掘削できる
多連オーガ掘削装置を得る。 【構成】 中央オーガ6と両側オーガ6aの下部に設け
た足枷具Aの足枷筒連結部9の両面に、連続柱列孔Cの
円柱孔間に残る突条土11を、同突条土の底面11aに
沿って掻き削るカッター部Bを枢着すると共に、同カッ
ター部と中央オーガ6とを、中央オーガの回転を揺動に
変換する揺振運動カム機構を介して連結し、カッター部
Bの刃先が突条土11の底面11aの略々全幅に亘って
往復角運動をなすようにした多連オーガ掘削装置
(57) [Summary] [Object] To obtain a multiple auger excavator capable of excavating a continuous column row hole and excavating a flat hole by shaving the projectile soil formed by the intersecting cylindrical hole surfaces. [Structure] On both surfaces of the foot limb connecting portion 9 of the foot shackle A provided at the lower part of the central auger 6 and both side augers 6a, the projecting soil 11 remaining between the cylindrical holes of the continuous column row holes C is formed. A cutter part B for scraping is pivotally attached along the bottom surface 11a, and the cutter part and the central auger 6 are connected via a shaking motion cam mechanism for converting the rotation of the central auger into a swing motion. Multiple auger excavator in which the blade edge of the blade makes a reciprocal angular motion over substantially the entire width of the bottom surface 11a of the ridge soil 11.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial application]

本考案は、複数本のアースオーガによって地盤に掘削する連続柱列孔を平孔に 形成できる多連オーガ掘削装置に関する。 The present invention relates to a multiple auger drilling device capable of forming a continuous column row hole for drilling in the ground into a flat hole by a plurality of earth augers.

【0002】[0002]

【従来の技術】[Prior Art]

従来、多連オーガ掘削装置で連続柱列孔を掘削し、この連続柱列孔にセメント ミルクを注入してH形鋼を建込んで連続土留壁を構築しているが、この従来例で は、図7に示すように連続柱列孔Dの円柱孔10間に波頭状に形成される突条土 11を残留させたままでセメントミルクを注入していた。 Conventionally, a continuous column row hole was drilled with a multiple auger drilling machine, cement milk was injected into this continuous column row hole, and H-shaped steel was built in to construct a continuous soil retaining wall. As shown in FIG. 7, the cement milk was injected while leaving the corrugated ridge soil 11 formed between the cylindrical holes 10 of the continuous columnar hole D.

【0003】[0003]

【考案が解決しようとする課題】[Problems to be solved by the device]

従来例は、H形鋼を突条土11の底面11aに接近させることができず、連続 土留壁に接して隣地境界線Lがある場合、突条土11の厚み分だけ自己の敷地面 積を有効に利用できなかった。 In the conventional example, when the H-section steel cannot be brought close to the bottom surface 11a of the projecting soil 11, and there is the adjacent land boundary line L in contact with the continuous retaining wall, the area of the site of the project is the thickness of the projecting soil 11. Could not be used effectively.

【0004】[0004]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、中央オーガ6と両側オーガ6aの下部に設けた足枷具Aの足枷筒連 結部9の両面に、連続柱列孔Dの円柱孔間に残る突条土11を、同突条土の底面 11aに沿って掻き削るカッター部を枢着すると共に、同カッター部と中央オー ガ6とを、中央オーガの回転を揺動に変換する揺振運動カム機構を介して連結し 、カッター部の刃先が突条土11の底面11aの略々全幅に亘るようにカッター 部に往復角運動を与えるようにした多連オーガ掘削装置である。 According to the present invention, the ridge soil 11 remaining between the columnar holes of the continuous columnar row D is formed on both sides of the shackle tube connecting portion 9 of the shackles A provided at the lower part of the central auger 6 and both side augers 6a. The cutter part for scraping along the bottom surface 11a of the soil is pivotally attached, and the cutter part and the central auger 6 are connected via a shaking motion cam mechanism that converts the rotation of the central auger into swing, This is a multiple auger excavator in which a reciprocating angular motion is given to the cutter so that the cutting edge of the section extends over substantially the entire width of the bottom surface 11a of the ridge soil 11.

【0005】[0005]

【作用】[Action]

3本のオーガ6a,6,6aを回転させつつ下降させると、図7に示すように 連続柱列孔Dが掘削される。通常この連続柱列孔Dは各オーガによる円柱孔10 が交叉して形成されるために、円柱孔10間に交叉円柱面による4個の突条土1 1が削り残されるが、掘削の進行にしたがって、往復角運動するカッター部B( B1)によって突条土11が底面11aまで掻き削られて、図8に示すごとく平 孔D1が形成される。よって先ず実線の示すように平孔D1を円柱孔一つ分だけ 置いて掘削し、次に点線に示すように平孔D2を掘削する。このような掘削を繰 り返すと長尺の平孔ができ、H形鋼10aを孔壁面に近付けて建込むことができ る。 When the three augers 6a, 6, 6a are rotated and lowered, a continuous column row hole D is excavated as shown in FIG. Normally, the continuous columnar hole D is formed by intersecting the cylindrical holes 10 formed by the respective augers, so that four projecting soils 11 formed by the intersecting cylindrical surfaces are left uncut between the cylindrical holes 10; Accordingly, the ridge soil 11 is scraped down to the bottom surface 11a by the cutter portion B (B1) which makes a reciprocal angular motion, and the flat hole D1 is formed as shown in FIG. Therefore, as shown by the solid line, the flat hole D1 is placed by one cylindrical hole for excavation, and then the flat hole D2 is excavated as shown by the dotted line. By repeating such excavation, a long flat hole can be formed, and the H-section steel 10a can be built close to the hole wall surface.

【0006】[0006]

【実施例】【Example】

実施例1を、図1乃至図4によって説明する。図4に示すものは多連(三連) オーガ掘削装置で、自走車上の回転機台1より延出するブーム2の先端に、自軸 芯回転可能に支持したリーダマスト3に沿って固定した平行案内棒4に案内され て主索条5aによってオーガマシーン5が昇降して、3本のオーガ6a,6,6 a(多連オーガ)が地盤に三連の連続柱列孔Dを掘削する。5bはオーガ6,6 aが案内棒4に沿って昇降するように保持する振止め装置である。8はオーガ6 ,6aの足枷具Aとなる干渉装置で、図1に詳示するように、足枷筒連結部9に よって互いに結合される足枷筒8aによって、オーガ6,6a下部を回転自在に 保持し、且つ互いの間隔を維持して、掘削刃7の刃先どうしを干渉的回転させる 装置であって、この装置の存在によって円柱孔10どうしが交わって連続柱列孔 Dが掘削される。 Example 1 will be described with reference to FIGS. 1 to 4. Fig. 4 shows a multiple (three) auger excavator, which is mounted at the tip of a boom 2 extending from a rotating machine base 1 on a self-propelled vehicle along a leader mast 3 rotatably supported on its own axis. Guided by the fixed parallel guide bar 4, the main rope 5a raises and lowers the auger machine 5, and the three augers 6a, 6 and 6a (multiple augers) form three consecutive columnar holes D in the ground. Excavate. Reference numeral 5b is a vibration damping device that holds the augers 6 and 6a so as to move up and down along the guide rod 4. Reference numeral 8 denotes an interfering device which serves as a foot shackle A of the augers 6 and 6a. As shown in detail in FIG. A device for holding and maintaining a mutual distance between them to rotate the cutting edges of the excavating blades 7 in an interfering manner, and the existence of this device allows the cylindrical holes 10 to intersect with each other to excavate the continuous columnar hole D.

【0007】 図1において、Bは足枷具Aの足枷筒連結部9の両面に設けたカッター部で、 往復角運動をなすとき連続柱列孔Dの円柱孔10間に残る突条土11を、同突条 土の底面11aに沿って掻き削るもので、各オーガ6a,6,6aの中心線を通 る共通平面に直交する状態で足枷筒連結部9の両面に突設した横軸9aによって カッター部の杆状本体13が枢着されている。そして足枷筒連結部9の表裏にあ って対向する前記杆状本体13の上延長部13aどうしを、足枷筒連結部9の上 方且つ前記横軸9aから等距離位置で、連結横軸9bによって連結し、同連結横 軸9bに連結杆Cを枢着することにより、隣合うカッター部B,Bどうしを連結 し、足枷具Aと、二つの杆状本体13,13、および連結杆Cをもって等脚四連 リンクを構成する。In FIG. 1, B is a cutter portion provided on both sides of the foot limb tube connecting portion 9 of the foot shackle A, and when the reciprocating angular motion is made, the ridge soil 11 remaining between the cylinder holes 10 of the continuous pillar row holes D is formed. The projecting strips are scraped along the bottom surface 11a of the soil, and the horizontal shafts 9a projecting from both sides of the straddle cylinder connecting portion 9 are orthogonal to a common plane passing through the center lines of the augers 6a, 6, 6a. The rod-shaped main body 13 of the cutter portion is pivotally attached by. Then, the upper extension portions 13a of the rod-shaped main body 13 facing each other on the front and back of the foot strut connecting portion 9 are connected to each other above the foot strut connecting portion 9 and at the equidistant position from the horizontal axis 9a. The connecting rods C are connected to each other by connecting the connecting rods C to the connecting horizontal shaft 9b so as to connect the adjacent cutter parts B, B to each other, and the foot tie A, the two rod-shaped main bodies 13 and 13, and the connecting rod C. To form a uniform quadruple link.

【0008】 Eは足枷具Aの上において、図2に示すように中央オーガ6の外周に設けた殆 ど円形に近い鈍頭三角形のカムで、回転中心Oを通るすべての径Mが同長になっ ている。同カムと同カムに対して従動する連結横軸(9b)でカム機構を構成し 、このカム機構(E,9b)と、等脚四連リンク(A,13,13,C)は,中 央オーガの回転を揺動に変換する揺振運動カム機構を構成する。前記カッター部 Bは、図3に示すように下端から順に突条土11の底部11aを掻き削る外向き の突っ切り刃14と15を有し、その上方に横刃16を有する。この刃は、両刃 の三角形状の一枚刃のみで構成してもよい。E is a blunt triangular cam that is almost circular and is provided on the outer periphery of the central auger 6 on the foot tie A as shown in FIG. 2. All diameters M passing through the rotation center O have the same length. It has become. A cam mechanism is composed of the same cam and a connecting horizontal shaft (9b) that is driven by the same cam. A swing motion cam mechanism that converts the rotation of the central auger into swing is constructed. As shown in FIG. 3, the cutter section B has outwardly facing cutting blades 14 and 15 for scraping off the bottom portion 11a of the projecting soil 11 in order from the lower end, and a horizontal blade 16 above it. This blade may be composed of only a single double-edged triangular blade.

【0009】 実施例1において、オーガ6,6aが回転して、掘削を始めると、回転する中 央オーガ6のカムEが、右の連結横軸9bを右へ押動する。このとき、等脚四連 リンク(A,13,13,C)が右に移動し、左右四っのカッター部Bが横軸9 aを中心として右から左へ一定角度回転して、図5に示すようにカッター部Bの 突っ切り刃14,15によって、突条土11を右側から左側に向かって凹溝11 b状に掻き削るが、同時にオーガ6,6aが掘削刃7によって連続柱列孔Dを掘 削して下降するので、凹溝11bは左斜め下がりに掻き削られる。そして中央オ ーガ6のカムEがさらに回転して左の連結横軸9bを左へ押動すると、等脚四連 リンク(A,13,13,C)が左に移動し、左右四っのカッター部Bが横軸9 aを中心として左から右へ一定角度回転して、突っ切り刃14,15が突条土1 1を右斜め下がりの凹溝11b状に掻き削る。この往復角運動の繰り返しによっ てジグザグ状に突条土11が掻き削られ、削り残し部分11cが下降する横刃1 6によって削り落とされて、連続柱列孔Dが平孔と成る。In the first embodiment, when the augers 6 and 6a rotate to start excavation, the cam E of the rotating central auger 6 pushes the right connecting horizontal shaft 9b to the right. At this time, the equal leg quadruple links (A, 13, 13, C) move to the right, and the four left and right cutter parts B rotate about the horizontal axis 9a from the right to the left by a certain angle, and As shown in Fig. 5, the projecting soil 11 is scraped off from the right side to the left side by the cutting blades 14 and 15 of the cutter portion B in the shape of the concave groove 11b. Since D is excavated and descended, the concave groove 11b is scraped down diagonally to the left. Then, when the cam E of the central auger 6 further rotates and pushes the left connecting horizontal shaft 9b to the left, the equal leg quadruple link (A, 13, 13, C) moves to the left, and the left and right four links. The cutter part B of FIG. 3 rotates from the left to the right about the horizontal axis 9a, and the cutting blades 14 and 15 scrape the ridge soil 11 into a concave groove 11b obliquely descending to the right. By repeating this reciprocating angular motion, the strip soil 11 is scraped in a zigzag shape, and the uncut portion 11c is scraped off by the descending horizontal blade 16 to form the continuous columnar hole D into a flat hole.

【0010】 実施例1の変形として、カッター部Bの杆状本体13の上端を横軸9aに枢着 し、等脚四連リンクを足枷筒連結部9の下に設け、足枷具Aの下において中央オ ーガ6の外周に前記カムEと同様のカムを突設し、カム機構と前記等脚四連リン クをもって、中央オーガの回転を揺動に変換する揺振運動カム機構を構成しても よい。As a modification of the first embodiment, the upper end of the rod-shaped main body 13 of the cutter portion B is pivotally attached to the horizontal shaft 9a, and an equipod quadruple link is provided below the foot-clad tube connecting portion 9 and below the foot shackle A. In the above, a cam similar to the cam E is projected on the outer periphery of the central auger 6, and the swing mechanism cam mechanism for converting the rotation of the central auger into swing is constituted by the cam mechanism and the equal leg quadruple link. You may.

【0011】 実施例2を、図6によって詳述する。Fは三連のオーガ6,6a,6aの中心 線を通る共通平面に直交する状態で足枷具Aの足枷筒連結部9の両面に突設した 横軸9aのそれぞれに中間を枢着した従動杆で、オーガ6,6aの各表裏におい て隣接するこの従動杆の内端どうしはピン9c結合され、同ピン9cの内端には ローラF1が枢着されている。そして各従動杆Fの自由端(外端)には、往復角 運動をなすとき突条土11を、同突条土の底面11aに沿って掻き削るカッター 部B1が固定されている。E1は中央オーガ6の外周に固定した筒体の下端面の 一部を鈍頭三角山に凹ましたカムで、従動杆FのローラF1が同カムに弾接して カム機構を構成する。17は横軸9aに巻き付けて各端を従動杆Fと軸受け筒1 8に掛止した捩りばねで、従動杆Fの内端を上方に付勢してローラF1をカムE 1に弾接させる。中央オーガ6のカム(E1)と、従動杆(F)は、中央オーガ の回転を揺動に変換する揺振運動カム機構を構成し、この機構を介してカッター 部B1の刃先が突条土11の底面11aの略々全幅に亘って往復角運動をする。 カッター部B1は先端が両刃になった鎌形刃である。16はカム部に掘削物が強 く衝突するのを防ぐ保護板である。The second embodiment will be described in detail with reference to FIG. F is a follower pivotally attached to the middle of each of the horizontal shafts 9a projecting from both sides of the foot grab connecting portion 9 of the foot grab A in a state orthogonal to the common plane passing through the center lines of the three augers 6, 6a, 6a. The inner ends of the driven rods, which are adjacent to each other on the front and back of the augers 6 and 6a, are coupled with a pin 9c, and a roller F1 is pivotally attached to the inner end of the pin 9c. A cutter portion B1 for scraping the ridge soil 11 along the bottom surface 11a of the ridge soil when making a reciprocating angular motion is fixed to the free end (outer end) of each driven rod F. E1 is a cam in which a part of the lower end surface of the cylindrical body fixed to the outer periphery of the central auger 6 is recessed into a blunt triangular mountain, and the roller F1 of the driven rod F makes elastic contact with the cam to form a cam mechanism. Reference numeral 17 denotes a torsion spring wound around a horizontal shaft 9a and hooked at its ends with a driven rod F and a bearing cylinder 18 to urge the inner end of the driven rod F upward to elastically contact the roller F1 with the cam E1. . The cam (E1) of the central auger 6 and the driven rod (F) form an oscillating motion cam mechanism that converts the rotation of the central auger into oscillating motion. A reciprocating angular motion is performed over substantially the entire width of the bottom surface 11a of 11. The cutter portion B1 is a sickle-shaped blade with a double-edged tip. Reference numeral 16 is a protective plate that prevents the excavation object from colliding strongly with the cam portion.

【0012】 実施例2においては、掘削中、回転する中央オーガ6のカムE1からローラF 1が外れていると、横軸9aを中心として従動杆Fの内端が押下げられて、同従 動杆Fの外端の左右四っのカッター部B1が仮想線に示すように外方へ開く。そ してオーガ6,6aの掘削下降中、ローラF1がカムE1に入り始めると、従動 杆Fの内端が次第に上昇して、カッター部B1が抱合うように内方へ回転して突 条土11を掻き削るが、ローラF1がカムE1を脱出し始めると、カッター部B 1は突条土11を削りつつ再び外方へ開く。この動作の繰り返しによって、四っ の突条土11が掻き削られて連続柱列孔Dが平孔と成る。In the second embodiment, when the roller F 1 is disengaged from the cam E 1 of the rotating central auger 6 during excavation, the inner end of the driven rod F is pushed down around the horizontal shaft 9 a, and the slave rod F 1 is driven. The four left and right cutter parts B1 at the outer end of the moving rod F open outward as shown by phantom lines. When the roller F1 begins to enter the cam E1 while the augers 6 and 6a are excavating and descending, the inner end of the driven rod F gradually rises, and the cutter portion B1 rotates inward so as to embrace the ridge. Although the soil 11 is scraped off, when the roller F1 begins to escape from the cam E1, the cutter portion B 1 scrapes the ridged soil 11 and opens outward again. By repeating this operation, the four strips of soil 11 are scraped and the continuous columnar holes D become flat holes.

【0013】 干渉装置8の下方において、別にオーガ6,6aの下部に足枷具を設けて、こ れに実施例1,2と同様の機構で、カッター部に往復角運動を与えてもよい。[0013] Below the interfering device 8, a leg shackle may be separately provided below the augers 6 and 6a, and a reciprocating angular motion may be given to the cutter portion by the same mechanism as in the first and second embodiments.

【0014】[0014]

【考案の効果】[Effect of the device]

本考案は、中央オーガ6と両側オーガ6aの下部に設けた足枷具Aの足枷筒連 結部9の両面に、連続柱列孔Dの円柱孔間に残る突条土11を、同突条土の底面 11aに沿って掻き削るカッター部を枢着すると共に、同カッター部と中央オー ガ6とを、中央オーガの回転を揺動に変換する揺振運動カム機構を介して連結し 、カッター部の刃先が突条土11の底面11aの略々全幅に亘るようにカッター 部に往復角運動を与えるものであるから、3本のオーガ6a,6,6aを回転さ せつつ下降させると、連続柱列孔Dが掘削されると共に、円柱孔10間に削り残 される4個の突条土11が、往復角運動するカッター部B(B1)によって底面 11aまで掻き削られて、平孔が形成される。よってこの平孔掘削を連続させる と、平壁状孔ができ、これにセメントミルクを注入し、H形鋼を平壁面に接近さ せた状態で建込むと、隣地境界線LにH形鋼が接近した地下連続壁を構築して土 地を有効利用できる。 According to the present invention, the ridge soil 11 remaining between the columnar holes of the continuous columnar row D is formed on both sides of the shackle tube connecting portion 9 of the shackles A provided at the lower part of the central auger 6 and both side augers 6a. The cutter part for scraping along the bottom surface 11a of the soil is pivotally attached, and the cutter part and the central auger 6 are connected via a shaking motion cam mechanism that converts the rotation of the central auger into swing, Since the reciprocal angular motion is given to the cutter part so that the blade edge of the part extends over substantially the entire width of the bottom surface 11a of the projecting soil 11, when the three augers 6a, 6, 6a are rotated and lowered, The continuous pillar row hole D is excavated, and the four projecting soils 11 left uncut between the cylindrical holes 10 are scraped to the bottom surface 11a by the cutter part B (B1) that makes a reciprocating angular motion, and the flat hole is formed. Is formed. Therefore, if this flat hole excavation is continued, a flat wall-shaped hole will be formed. When cement milk is injected into this hole and H-shaped steel is built in a state of approaching the flat wall surface, the H-shaped steel will be added to the adjacent land boundary line L. The underground can be effectively utilized by constructing a continuous underground wall.

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

【図1】実施例1の要部の正面図である。FIG. 1 is a front view of a main part of a first embodiment.

【図2】図1のXーX線断面におけるカム部分の平面図
である。
FIG. 2 is a plan view of a cam portion taken along the line X-X in FIG.

【図3】図1のYーY線断面におけるカッター部Bの側
面図である。
FIG. 3 is a side view of a cutter section B taken along the line YY of FIG.

【図4】実施例1の装置を設けた多連オーガ掘削装置の
側面図である。
FIG. 4 is a side view of a multiple auger drilling device provided with the device of the first embodiment.

【図5】実施例1によって掻き削られる突条土の平面図
である。
5 is a plan view of ridge soil scraped by Example 1. FIG.

【図6】実施例2の要部の斜視図である。FIG. 6 is a perspective view of a main part of the second embodiment.

【図7】従来装置で掘削された連続柱列孔の平面図であ
る。
FIG. 7 is a plan view of a continuous column row hole excavated by a conventional device.

【図8】本考案装置で掘削された平孔の平面図である。FIG. 8 is a plan view of a flat hole excavated by the device of the present invention.

【符号の説明】[Explanation of symbols]

A 足枷具 B カッター部 B1 カッター部 C 連結杆 D 連続柱列孔 D1 平孔 D2 平孔 E カム E1 カム F 従動杆 F1 ローラ 6 中央オーガ 6a 両側オーガ 8 干渉装置 8a 足枷筒 9 足枷筒連結部 9a 横軸 9b 連結横軸 9c ピン 11 突条土 11a 底面 17 捩りばね A Foot grabs B Cutter part B1 Cutter part C Connecting rod D Continuous column row hole D1 Flat hole D2 Flat hole E Cam E1 Cam F Follower rod F1 Roller 6 Central auger 6a Both sides auger 8 Interfering device 8a Foot grab tube 9 Foot part 9 Horizontal axis 9b Connection horizontal axis 9c Pin 11 Ridge soil 11a Bottom 17 Torsion spring

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 中央オーガ(6)と両側オーガ(6a)
の下部に設けた足枷具(A)の足枷筒連結部(9)の両
面に、連続柱列孔(D)の円柱孔間に残る突条土(1
1)を、同突条土の底面(11a)に沿って掻き削るカ
ッター部(B,B1)を枢着すると共に、同カッター部
と中央オーガ(6)を、中央オーガの回転を揺動に変換
する揺振運動カム機構を介して連結し、カッター部の刃
先が突条土(11)の底面(11a)の略々全幅に亘る
ようにカッター部に往復角運動を与えるようにして成る
多連オーガ掘削装置
1. A central auger (6) and bilateral augers (6a)
On the both sides of the foot limb connecting portion (9) of the foot limb (A) provided at the bottom of the ridge (1)
The cutter part (B, B1) for scraping 1) is scraped along the bottom surface (11a) of the projecting soil, and the cutter part and the central auger (6) are swung by the rotation of the central auger. It is connected via a swinging motion cam mechanism for conversion, and a reciprocating angular motion is given to the cutter part so that the blade edge of the cutter part covers substantially the entire width of the bottom surface (11a) of the projecting soil (11). Continuous auger drilling equipment
【請求項2】 三連のオーガ(6,6a,6a)の中心
線を通る共通平面と直交する状態で足枷筒連結部(9)
の両面に突設した横軸(9a)に、カッター部(B)の
杆状本体(13)を枢着し、且つ足枷筒連結部(9)の
表裏にあって対向する前記杆状本体(13)の上延長部
(13a)どうしを、足枷筒連結部(9)の上方、且つ
前記横軸(9a)から等距離位置で、連結横軸(9b)
によって連結し、同連結横軸(9b)に連結杆Cを枢着
することにより、隣合うカッター部(B,B)どうしを
連結し、足枷具(A)と、二つの杆状本体(13,1
3)、および連結杆(C)をもって等脚四連リンクを構
成し、足枷具(A)の上方において中央オーガ(6)の
外周に回転中心を通る径が同長の鈍頭三角山のカム
(E)を突出し、同カムと同カムに対して従動する連結
横軸(9b)でカム機構を構成し、このカム機構と前記
等脚四連リンクをもって中央オーガの回転を揺動に変換
する揺振運動カム機構を構成した請求項1記載の多連オ
ーガ掘削装置
2. The foot limb connecting portion (9) in a state orthogonal to a common plane passing through the center lines of the triple augers (6, 6a, 6a).
The rod-shaped body (13) of the cutter portion (B) is pivotally attached to the horizontal shaft (9a) projecting on both surfaces of the rod-shaped body (9), and the rod-shaped body (9) faces the front and back of the straddle tube connecting portion (9) and faces each other. 13) The upper extension portions (13a) are connected to each other above the straddle tube connecting portion (9) and at a position equidistant from the horizontal axis (9a).
And the connecting rod C is pivotally attached to the connecting horizontal shaft (9b) to connect the adjacent cutter portions (B, B) to each other, thereby connecting the foot ties (A) and the two rod-shaped main bodies (13). , 1
3) and a connecting rod (C) to form an equal-leg quadruple link, and a blunt triangular mountain cam with the same diameter passing through the center of rotation on the outer periphery of the central auger (6) above the foot tie (A). (E) is projected, and a cam mechanism is constituted by the same horizontal shaft (9b) that is driven by the same cam and the same cam, and the rotation of the central auger is converted into swing by the cam mechanism and the equal leg quadruple link. The multiple auger digging device according to claim 1, wherein the oscillating motion cam mechanism is configured.
【請求項3】 三連のオーガ(6,6a,6a)の中心
線を通る共通平面に直交する状態で足枷筒連結部9の両
面に突設した横軸9aの両端に従動杆(F)の中間を枢
着し、足枷具(A)の各表裏において隣接するこの従動
杆の内端どうしをピン(9c)結合すると共に、同ピン
の内端にローラ(F1)枢着し、各従動杆Fの自由端
(外端)にカッター部(B1)を固定し、中央オーガ
(6)の外周に固定した筒体の下端面の一部を鈍頭三角
山に凹ましたカム(E1)と、同カムに弾接する従動杆
(F)のローラ(F1)でカム機構を構成し、このカム
機構と従動杆(F)をもって構成した中央オーガの回転
を揺動に変換する揺振運動カム機構を有する請求項1記
載の多連オーガ掘削装置
3. A driven rod (F) at both ends of a horizontal shaft 9a projecting from both sides of the foot-barrel connecting portion 9 in a state orthogonal to a common plane passing through the center lines of the triple augers (6, 6a, 6a). Of the foot shackle (A), the inner ends of the adjacent driven rods adjacent to each other on the front and back of the foot shackle (A) are connected to each other by a pin (9c), and a roller (F1) is pivotally attached to the inner end of the pin. A cutter (B1) is fixed to the free end (outer end) of the rod F, and a cam (E1) in which a part of the lower end surface of the cylinder fixed to the outer periphery of the central auger (6) is recessed into a blunt triangular mountain , A swinging cam mechanism for converting the rotation of the central auger configured by the roller (F1) of the driven rod (F) elastically contacting with the cam Multiple auger drilling rig according to claim 1
JP11298191U 1991-12-26 1991-12-26 Multiple Auger Drilling Rig Pending JPH0554637U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11298191U JPH0554637U (en) 1991-12-26 1991-12-26 Multiple Auger Drilling Rig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11298191U JPH0554637U (en) 1991-12-26 1991-12-26 Multiple Auger Drilling Rig

Publications (1)

Publication Number Publication Date
JPH0554637U true JPH0554637U (en) 1993-07-23

Family

ID=14600418

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11298191U Pending JPH0554637U (en) 1991-12-26 1991-12-26 Multiple Auger Drilling Rig

Country Status (1)

Country Link
JP (1) JPH0554637U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995011349A1 (en) * 1993-10-22 1995-04-27 Chemical Grouting Company Ltd. Multi-shaft excavating device
WO1995016079A1 (en) * 1993-12-10 1995-06-15 Chemical Grouting Company Ltd. Multi-shaft excavating device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1995011349A1 (en) * 1993-10-22 1995-04-27 Chemical Grouting Company Ltd. Multi-shaft excavating device
WO1995016079A1 (en) * 1993-12-10 1995-06-15 Chemical Grouting Company Ltd. Multi-shaft excavating device

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