WO1980001087A1 - Earth auger - Google Patents

Earth auger Download PDF

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Publication number
WO1980001087A1
WO1980001087A1 PCT/JP1979/000292 JP7900292W WO8001087A1 WO 1980001087 A1 WO1980001087 A1 WO 1980001087A1 JP 7900292 W JP7900292 W JP 7900292W WO 8001087 A1 WO8001087 A1 WO 8001087A1
Authority
WO
WIPO (PCT)
Prior art keywords
drive
shaft
excavation
bearing
gear
Prior art date
Application number
PCT/JP1979/000292
Other languages
French (fr)
Japanese (ja)
Inventor
M Fujiwara
M Miyaguchi
T Nakamura
M Ebine
H Wada
K Yamamoto
S Yamada
I Uchizaki
F Tanifuji
M Sato
A Suzuki
T Murai
Original Assignee
Takenaka Komuten Co
Sanwa Kizai Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from JP1978159443U external-priority patent/JPS5716907Y2/ja
Priority claimed from JP15944478U external-priority patent/JPS5576290U/ja
Priority claimed from JP15944278U external-priority patent/JPS5576238U/ja
Priority claimed from JP15944678U external-priority patent/JPS5576241U/ja
Priority claimed from JP15944578U external-priority patent/JPS5576240U/ja
Application filed by Takenaka Komuten Co, Sanwa Kizai Co Ltd filed Critical Takenaka Komuten Co
Priority to DE7979901540T priority Critical patent/DE2965956D1/en
Publication of WO1980001087A1 publication Critical patent/WO1980001087A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/13Foundation slots or slits; Implements for making these slots or slits
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/36Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole

Definitions

  • the present invention is an earth auger used to improve the ground and to create continuous walls such as water blocking walls and earth retaining walls in the ground, with excavation ports for compound textbooks, etc.
  • it relates to the drive unit for multiple excavation ports, the support device for the drive unit Q drive unit, the interval maintenance and steady rest device for the excavation rods, and the bearing device.
  • earth augers have been used as a means of creating continuous walls such as water blocking walls and earth retaining walls in the ground.
  • a construction method has been adopted in which a continuous wall is created by creating an underground pillar and bringing it close to each other.
  • WIP °- Multiple talented squirrels either of which are laid out in a fixed position at regular intervals or each have an independent drive unit, with a spacing between the squeeze axes. It has been proposed that the equipment be installed side by side in a variable manner, but in the former case, when it is necessary to change the outer diameter of the talented gas rig for convenience, for example, it was replaced with a smaller diameter one. In some cases, there is a gap between the gauges, which is why]? Drilling a row of pits creates a residue between the pits, which must be drilled after drilling. As a result, work efficiency will decrease. Even if you try to make a large diameter,
  • the support of the drive part of the conventional earth auger has a built-in motor, speed reducer, etc., and the bracket is integrally fixed to the back of the holder of the moving part by welding. , Multiple pairs of slide fittings are connected to this bracket, and these slide fittings are engaged with the guide pipe attached to the front of the relay.]? , It is mounted on the leader master so that it can be raised and lowered.
  • the slide metal fittings are fixed to the bracket welded to the back surface of the drive unit as described above.
  • the drive unit should be attached to the joint surface between the bracket and the slide metal fittings. It is conceivable that the spacing between the slide metal fittings may be widened by interposing a spacer. However, if the spacer becomes thicker, the bracket and the metal fittings may become unstable. ] ?, Since the excavation work is dangerous, it is mostly used in actual work; ⁇ cannot be used.
  • multiple drilling rods such as auger cleaners are installed side by side to drill a large number of vertical holes at once, and multiple columns used to create a continuous wall in the ground.
  • the upper end of each auger shaft is connected to the auger drive part, so the distance between the auger shafts is kept constant, but the lower part is not constrained to each other.
  • the spacing between the vertical holes to be drilled becomes uneven due to the fluctuation of the spacing, and the spacing between the moral pillars or the steel mortal pillars that are created varies, resulting in a continuous wall. It leads to unfavorable results.
  • the present invention has been made for the purpose of solving each of the above-mentioned problems, and is between the shafts of a plurality of excavation openings.
  • it is a device for keeping the distance between excavation mouths and holding the steady rest to prevent runout while keeping the excavation ⁇ -did interval constant by restraining between the excavation ⁇ -edges of multiple August cleaners, etc. ! ),
  • it is to provide a bearing device that prevents the intrusion of earth and sand into the fitting part between the above-mentioned spacing holding device and the excavation opening.
  • Fig. 1 shows an embodiment of the gauge according to the present invention / ⁇
  • Fig. 2 is an enlarged plan view of the drive unit
  • Fig. 4 is.
  • Fig. 5 is a front view with the main part of the drive unit as a cross section
  • Fig. 6 is a plan view showing an example of the output shaft fixing means
  • Fig. 7 is an enlarged cross-sectional view of the same part
  • Figures ( ⁇ ) and ( ⁇ ) are explanatory views showing the adjustment state of the inter-axis distance of the output shaft
  • Fig. 9 (A) is an enlarged plan view of the support device of the drive unit
  • Fig. 9 (B)' is the same front.
  • FIG. 1 '0 A is a plan view showing other examples
  • Fig. 10 (B) is the same front view
  • Fig. 11 and Fig. 12 are enlarged views showing other examples.
  • Top view Fig. 13 is an enlarged front view showing an example of an excavation ⁇ -id interval stabilizer
  • Fig. 14 (A) is a cross-sectional view of A — line A of Fig. 13, and Fig. 14 (Fig. 14).
  • Is a cross-sectional view showing the state in which the interval of the excavation rod can be changed in Fig. 13;
  • Fig. 15 is a plan view of the anti-vibration device.
  • Fig. 16 is the same front view and
  • Fig. 17 is a guide.
  • Holder mounting phase diagram Fig. 18 is a cross-sectional view of Fig. 17 B — B,
  • Fig. 19 is an implementation of a bearing device in an excavation rod spacing stabilizer.
  • Semi-new view showing an example. Is. Best mode for carrying out the invention
  • the earth sword 1 is a guide part 3, 3 (guide section consisting of pipes provided in the vertical direction on the front of the lid mass 2). Guided by a switch (hereinafter referred to as a guide pipe), which is not shown in the drive unit 4! ) It is hung up and down freely via a mouthpiece 5, and is used as an excavation rod for multiple drilling rods (4 in the example) in this drive mounting 4. -6, 6, et al.', 6'are attached in Europe.
  • a guide pipe guide pipe
  • the drive unit 4 is from the moving part 4a and the holder 4] ?, and the internal structure of the driving part 4 is a pair of two left and right as shown in Fig. 3 to Fig. 5. August Cleaner 6, 6 and 6', 6'each with one motor 7, 7', and this motor 7, 7']? Two on each side Each talented gas clear 6, 6 and 6', 6'are alternately driven to the right and left.
  • the drive shaft 9 is connected to the output shaft 8 of the motor 7, and the drive shaft 9 is connected to the drive shaft 9 in the figure.
  • the gas clear drive system 1 1 is installed at appropriate intervals up and down! ), The 2nd Augmentary Motion System 1 1 is rotatable with respect to the above drive shaft 9.
  • the first August clear drive system 10 is a drive gear 1 2 fixed on the drive shaft 9, an idle gear 1 3 fitted to the drive gear 1 2, and this idle. It has an output gear 1 4 fitted to the gear 1 3, and each of these gears 1 2, 1 3, 1 4 is pivotally supported in the gear box 1 5, and the output gear 1 4 is the output shaft 1 6 It is fixed to.
  • the second August clear drive system 1 1 has a drive gear 1 7 fixed to the drive shaft 9 and an output gear 1 8 fitted to the drive gear 1 7, and these gears 1 7 , 1 8 are bearing in the gear box 1 9, and the output gear 1 8 is fixed to the output shaft 20.
  • the output shafts 1 6, 20 penetrate the elongated holes 2 2, 2 3 drilled in the bottom 2 1 of the drive unit 40, and the output shafts 1 6, 20 are fixed to the bottom 2 1 at the desired positions.
  • the fixing means 2 4 is provided, and the lower ends of the output shafts 1 6 and 20 are connected to the upper ends of the oil cleaners 6 and 6, and the couplings 2 5 and 2 are free to connect. E that has 6
  • the above fixing means 2 4 shows an enlarged cross section in Fig. 7 (
  • a substrate 2 9 having a claw 2 8 that engages with a step 2 7 formed at the bottom of the gear case 1 5, -3— ⁇ - (shown for convenience only on one side) is provided and fixed.
  • gear 1 5 is output.
  • the gear ⁇ 1 9 rotates around the motor shaft, and the axis of the output shaft is displaced.
  • the holes 3 1, 3 1... that pass through the board 2 9 of the fixed hand 2 4 are connected to the bottom 2 1 of the drive unit 4. Insert through the bolt holes 30, 30... and tighten, socks
  • the drive shaft 9 is rotated through the output shaft 8, and the drive gear 1 2 and the idle gear 1 3 and the output gear 1 4 are passed through the output shaft 1 6 and the drive gear 1 7 and
  • the output shafts 20 are rotationally driven in opposite directions through the output cables 1 8 to rotate the August Cleaners 6 and 6.
  • the other side of the August reviews 6'and 6' also rotate in the same way. Since the structure on the other side is the same, a hash is added to the code of the corresponding part.
  • the movement of the output shafts 1 6, 1 6', 20 ⁇ ,. 20' is a fluid cylinder or lateral feed! ) It can also be done by using the sliding mechanism, etc. In this case, replace it with the mouth of the cylinder or the fixed mechanism that holds the mouth of the sliding mechanism. do it.
  • a drive device for a 4-unit auger in which two sets of drive units of the above configuration are installed side by side in a holder has been described, but in the case of a 2-unit auger, one set is sufficient, and 6 stations are also used. In the case of an auger, three sets of drive units should be incorporated into the holder.
  • the back surface 40 of the holder 4 b of the drive device 4 is provided with a recess 4 1 that constitutes a guide in the direction of: and the center of the holder 4 b.
  • Bracket 4 3 with a convex part 4 2 that fits into the concave groove 4 1 of the bolt 4 4..., nut 4 4'
  • the bracket 4 3 has two side plates 4 6, 4 6 fixed at right angles to the board 4 5, so the slide metal fittings 4.7 are attached to these side plates 4 6, 4 6. ,. 4 7 pointing inward, bolt 4 8..., nut 4 8' ⁇
  • Slide brackets-4 7, 4 7 engage the guide pipes 3 and 3 mounted on the leader 2 with an appropriate interval L to attach the drive device ⁇ to the leader 2 3 ⁇ 4. Therefore, it is self-sustaining.
  • the leader has a guide pipe 3'and 3'with a wider mounting interval than the one shown in Fig. 9 (A). If the drive unit ⁇ "is set to 2', the result is shown in Fig. 9 (B).
  • a concave'lead 4 is provided and a convex portion 4 2'is provided on the back surface of the holder 4 0, and as shown in Fig. 1 and 2, the back surface of the holder 4 0 and the front surface of the bracket 4 3 are both concave.
  • 4 1 "and 4 1" are provided, and a key 4 9 is inserted into the square hole created by this recess.
  • Or support apparatus of the present invention is, kill de Lock Puha comma, di Ichize Le Ha down Ma, soil improvement machine, or the like, Li Dama be sampled to f H, in applied to all of the go-between up and down is allowed to work equipment ..
  • Fig. 1 3 and Fig. 14 Between the shafts of excavation ⁇ rods 6 and 6 when each excavation rods 6 and 6... are held by the excavation ⁇ rod interval stabilizer in the state shown in the figure. When it becomes necessary to change the distance, loosen the bolt 6 1, 6 1... and lift the fitting 5 9 ... After changing the distance between the axes of 6..., as shown in Fig. 14 (B), the protrusion 5 7... is used for the hole hole 6 0... of the connector 5 9.... Select the route hole 5 8... as appropriate, insert the bolt 6 1... into both bolt holes and tighten, and fix the inter-axis distance between each drilling rods 6, 6....
  • hole holes 5 8 of the protrusions 5 7 may be drilled in rows with the expected interaxial change and ⁇ .
  • the protrusion 5 7 and the connector 5 9 are tightened by a bolt, which is indicated by using a pin or the like. You can do it.
  • CMPI One CMPI A large number of 7 1... are drilled in this bolt hole 7 1..., and a pair of mouth guide holders 7 2 ⁇ “according to the Kamibolt 7 3]? . 7 4 is the above guide holder 7 2'internal interior color] ?, and 7 5 is the above front frame 6 8
  • 6 8 is a reporter used to connect', 7 6 is a working combination.
  • the position of the holder 7 2... in the rod plan should be changed. It is more efficient to use the worktables 7 6 and 7 6 for the above work.
  • the anti-vibration device may be hung on the drive unit with a wire in the autumn state when it is attached to the guide pipe of the reader. 'Next, the shaft-bearing device suitable for the interval stabilizer shown in Figures 13 to 14 (A) and ( ⁇ ) will be explained.
  • Fig. 19 is a semi-cross-sectional view showing an example of this bearing device, which is 80 OV1PI WIPO. Indicates the male side shaft of the joint of excavation opening 6.
  • a notch step is provided on the outer periphery of the end of the male side shaft 80 of the joint part of the excavation port 6, and the male side pipe shaft 8 1 of the bearing part of the excavation rod 6 is provided in a part of this step.
  • An annular recess 8 2 was formed between the pipe shaft 8 1 and the end face, and a concave seal groove 8 3 was formed in the upper and lower ends of the recess 8 2 in the direction of the inner axis.
  • the bearing member ⁇ 85 such as the oilless stainless steel is fitted between the seal receiving members, and the upper and lower ends are concave in the axial direction.
  • the fixed bearings 8 7 forming the ru- ⁇ 8 6 are freely assembled together.
  • the inner wall surface of the bearing chambers 8 8 and 8 9 facing the axis is formed on the taper surface 90 which is inclined in the direction of decreasing the radius from the center toward the D measuring part.
  • the moving parts 9 5 and 9 6 are in sliding contact with each other.
  • the outer peripheral end facing surface of the receiving part 8.7 is outward.
  • the inclined surface in the expanding direction 1 0 2, 1 0 2, 1 0 3, Formed at 1 0 3] ?, by both inclined surfaces 1 0 2, 103]? 0 rings 1 0 4, 1 0 4 are press-fitted into the V-shaped groove formed. ..
  • the fixed bearing portion 8 7 is provided with grease injection holes 1 0 5 and 105 in the radial direction, and the through holes 1 0 6 and 1 are formed in the bearing member 85. It communicates with 0 6, and the sliding surface between the bearing member 8 5 and the recess 8.2. And the grease can be injected into the seal chambers 8 8 and 8 9 above. ..
  • discharge ports 1 0 7, 10 7 for discharging the injected grease are bored] ?, These are blind plugs. Niyo! ?? It is sealed.
  • 1 0 9 is a connecting member fixed to the outer surface of the fixed bearing 8 7] ?, and this connecting material 1 0 9 connects to the adjacent fixed bearing, and the bearing is constant. It is held at intervals.
  • the inclined surfaces of the seal receiving members 8 and 4 and the fixed bearing 8 7 are formed according to the inclined surfaces 1 0 2, 1 0 2 and 100 3, 103]).
  • the two gear systems are mounted in the gear box by combining the ⁇ force gears that are iH 3 ⁇ 4, and the upper stage (motor side) gearbo.
  • the drive motor is installed in the axle, and the lower gearbox is rotatably supported with respect to the drive shaft so that the distance between the two K force shafts can be changed.
  • each gearbox is fixed by rotational displacement]?, At any interval between each output shaft. This allows you to adjust the displacements connected to these output shafts to any interval.
  • a single motor is used.] ⁇ Two talented gas cleaners are driven to rotate. It is possible to rotate the drive in a circular motion without causing any trouble.
  • Sa-ra Multi-talented —
  • the space-stabilizing sword that can be used for ga is a rotatably outer cylinder that allows each cylinder to rotate in the middle of multiple excavations.
  • a protrusion is provided on the outer periphery of each cylinder toward the adjacent cylinder, and a plurality of through holes are made in this protrusion in the parallel direction of the excavation opening, and they face each other. Since the gap between the excavation openings is kept constant by attaching a fitting to the through holes of the two protrusions with a bolt, etc., even if the interval between the excavation openings is changed. It is sufficient to select the through hole of the protrusion as appropriate for the through hole of the connector and tighten it with a bolt, etc., and every time the excavation opening interval is changed in the conventional interval setting device. It is extremely effective compared to having to prepare a different one each time! ), Its practicality is great.
  • the anti-vibration device for multiple augers is equipped with a ⁇ -rod guide frame on the front of the lower part of the leader, and this mouth guide — excavates multiple mouth guide holders in the frame. Since the mouthpieces are installed so that they can be moved in the parallel direction, the distance between the excavation degrees is changed.
  • the rod guide holder can be moved and fixed accordingly, and unlike the conventional anti-vibration device, the cutting rod interval is changed each time. It is extremely effective compared to having to prepare a device, so its practicality is great.
  • the bearing device there is an excellent effect that sand does not infiltrate into the rotating part in the soil and the smooth rotation of the rotating part can be maintained.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Civil Engineering (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Earth Drilling (AREA)

Abstract

An apparatus for driving an earth auger of the type which simultaneously excavates a plurality of vertical holes via a plurality of excavating rods such as auger screws or the like to thereby form a continuous wall under the ground by mortar charged into the vertical holes, the apparatus enabling transmission of driving force to the respective excavating rods from a sole drive source by making variable the distance between the axes of the excavating rods aligned in parallel. This device comprises two drive gears provided on a motor drive shaft two gear trains formed by meshing the gear on an output shaft, which shaft is connected with the two drive gears, with the two drive gears, wherein the two gear trains are supported respectively within gear boxes to carry the drive motor on the upper stage (motor side) gear box and to rotatably support the lower stage gear box on the drive shaft to thereby allow the distance between the output shafts to be varied. Thus, even if auger screws of different outer diameters are connected to one another, an excessive gap will never form between the screws, nor will the screws interfere with one another.

Description

アー スオーガ 技術分野 Earth Oger Technical Field
本発明は、 複教本のォ一ガ スク リ ユー等の掘削 口 ッ ド を有 し、 地盤の改良や、 止水壁、 土留壁等の連続壁を地 中に造成するに用いるア ー スオーガであって、 特に複数 本の掘削 口 ッ ドの駆動装置、 その駆動装置 Q駆動部の支 持装置、 掘削 ロ ッ ドの間隔保持およ び振れ止め装置 、 な ら びにその軸受装置に関する。 背景技術 The present invention is an earth auger used to improve the ground and to create continuous walls such as water blocking walls and earth retaining walls in the ground, with excavation ports for compound textbooks, etc. In particular, it relates to the drive unit for multiple excavation ports, the support device for the drive unit Q drive unit, the interval maintenance and steady rest device for the excavation rods, and the bearing device. Background technology
従来、 地中に止水壁、 土留壁等の連続壁を造成する一 手段と して アー スオ ーガが用い られ、 このア ー スオーガ に よって削孔 した竪穴内にモ ル タ ル柱ゃソ ィ ル モ ル タ ル 柱を造成し、 これを近接させる こ とで連続壁とする工法 が採用されている。 Conventionally, earth augers have been used as a means of creating continuous walls such as water blocking walls and earth retaining walls in the ground. A construction method has been adopted in which a continuous wall is created by creating an underground pillar and bringing it close to each other.
しか して通常のア ー スオ ーガは、 単一の才 一 ガ スク リ ュ 一に よ 1) 削孔する も のであるため 、 前記の よ う な連続 壁を造成する場合はき わめて非能率的である こ とか ら、 近時複数のオ ーガス ク リ ユ ーを並設し、 これら各オ ーガ ス ク リ ユ ーを一斉に駆動して地中に竪穴列を掘削 し、 こ れにモ ル タ ル柱、 ソ ィ ル モ ル タ ル柱を造成して連続壁を 形成する よ う に したァ ^ ス 才 一ガが用い られる よ う にな つている。 Therefore, since a normal earth auger is a single talented gas cylinder 1) drilling holes, it is necessary to make a special case when creating a continuous wall as described above. Due to its inefficiency, recently, multiple August cleaners have been installed side by side, and each of these August cleaners has been driven all at once to excavate a row of vertical holes in the ground. In addition, a system pillar is being used to form a continuous wall by constructing a mortal pillar and a sol mortal pillar.
しかるに上記従来の この種ア ー ス才 一ガは、 各オ ーガ However, the above-mentioned conventional this kind of earth talent is each auger.
OMPI OMPI
WIP° - ス ク リ ユーが一定の間隔を もって位置固定に並設された も の、 あるいはそれぞれ独立の駆動装置を有 した複数の 才 一 ガ ス ク リ ュ ー を ス ク リ ュ ー軸間の間隔が可変自在に 並設 した も のが提案されているが、 前者の場合は、 便用 目 的に応 じ才一ガ スク リ ユーの外径の変更を要する とき 、 例えば小径の も のに交換 した場合には才 一ガ スク リ ュ —間に隙間が生じ、 したがって これによ ]? 竪穴列を削孔 する と竪孔間に残余部分が生じ、 削孔後さ ら に残余部分 を掘削 しなければな らない こ と になって、 作業能率が低 下する も の となる 。 ま た大径 , と ¾ しょ う と して も 、 |¾泣のオーガス ク リ ュー O ス ニ ー羽根 と干歩を 起 し 、 した って '. する 一 ソ ニ ーの ¾ が ¾ 定され、 使^範囲が狭い とい う欠点があった。 WIP °- Multiple talented squirrels, either of which are laid out in a fixed position at regular intervals or each have an independent drive unit, with a spacing between the squeeze axes. It has been proposed that the equipment be installed side by side in a variable manner, but in the former case, when it is necessary to change the outer diameter of the talented gas rig for convenience, for example, it was replaced with a smaller diameter one. In some cases, there is a gap between the gauges, which is why]? Drilling a row of pits creates a residue between the pits, which must be drilled after drilling. As a result, work efficiency will decrease. Even if you try to make a large diameter, | , There was a drawback that the range of use was narrow.
ま た後者の場合は、 複数のオーガス ク リ ュ ーがそれぞ れ独立 して驟勣装置を有 しているため 、 駆動部全体の寸 法、 重量共大き な も の とな 5 、 したがって才一ガ スク リ ユ ーの並設本数が限定され、 かつス ク リ ユ ー軸間の可変 寸法が小さ い も のとなって、 連続壁造成を能率的に行な えないな どの問題があった。 In the latter case, since multiple August cleaners each have their own independent device, the size and weight of the entire drive unit are large, and therefore the talent is large. Since the number of parallel cables is limited and the variable dimension between the screen axes is small, there is a problem that continuous wall construction cannot be performed efficiently. rice field.
ま た従来のアースオ ーガの駆動部の支持は、 モ ー タ 、 減速機等を内蔵 した , 動部のホ ル ダ背面に ブ ラ ケ ッ ト を 溶接によ 一体に固着する と と も に、 この ブラ ケ ッ ト に 複数対のス ラ イ ド金具を連設 し、 こ の ス ラ イ ド金具を リ —ダマ ス ト 前面に装着 した ガイ ドパイ ブに係合する こ と に よ ]? 、 リ ーダマ ス ト に昇降 自在に装着 している。
Figure imgf000004_0001
しかし従来のオ ーガ駆動部の支持装置は、 上述の よ う に駆動部背面に溶着 した ブ ラ ケ ッ ト にス ラ イ ド金具を固 定させたも のであ るため、 このス ラ イ ド金具と 同 じ間隔 のガ イ ドパイ ブを有する リ 一ダマス ト に しかアース 才 一 ガを装着する こ とができ ない難点がある 。 また、 ス ラ イ ド金具の欧付間隔 よ ])広 間隔の ガイ ドパイ ブ ^有する リ 一ダマ ス ト に駆動部を装着したい場合、 ブラ ケ ッ ト と ス ラ イ ド金具の接合面にス ぺ 一サを介在させてス ラ イ ド 金具の ¾付間隔を広げる こ とが考え られるが.、. スぺーサ が厚く なる と ブラ ケ ッ ト と 付金具との締着が不安定と な ]? 、 掘削作業に危険が伴 う ので実作業ではほ とんど用 いる こ と; ^で き ない。
In addition, the support of the drive part of the conventional earth auger has a built-in motor, speed reducer, etc., and the bracket is integrally fixed to the back of the holder of the moving part by welding. , Multiple pairs of slide fittings are connected to this bracket, and these slide fittings are engaged with the guide pipe attached to the front of the relay.]? , It is mounted on the leader master so that it can be raised and lowered.
Figure imgf000004_0001
However, in the conventional support device for the auger drive unit, the slide metal fittings are fixed to the bracket welded to the back surface of the drive unit as described above. There is a drawback that it is only possible to attach the earth talent to a reader that has a guide pipe at the same distance as the metal fittings. Also, if you want to attach the drive unit to a relay that has a wide space guide pipe ^, the drive unit should be attached to the joint surface between the bracket and the slide metal fittings. It is conceivable that the spacing between the slide metal fittings may be widened by interposing a spacer. However, if the spacer becomes thicker, the bracket and the metal fittings may become unstable. ] ?, Since the excavation work is dangerous, it is mostly used in actual work; ^ cannot be used.
一方、 上記の よ う に、 オ ーガス ク リ ユ ー等の掘削 ロ ッ ドを複数本並設 して一挙に攀数の竪穴を削孔 し、 地中に 連続壁を造成するに用いる多連式のア ースオーガにおい ては、 才 一ガ軸の各上端はオーガ駆動部に結合されてい る'ためオーガ軸間の間隔は一定に保たれるが、 下方部に あっては相互に拘束されないため間隔が変動 し、 削孔さ れる竪穴間隔が不揃い となって、 造成されるモ ル タ ル柱 あ るいはソ ィ ル モ ル タ ル柱の間隔がばらつ き 、 連続壁と して き わめて好ま しからざる結果を招 く 。 On the other hand, as described above, multiple drilling rods such as auger cleaners are installed side by side to drill a large number of vertical holes at once, and multiple columns used to create a continuous wall in the ground. In the auger of the formula, the upper end of each auger shaft is connected to the auger drive part, so the distance between the auger shafts is kept constant, but the lower part is not constrained to each other. The spacing between the vertical holes to be drilled becomes uneven due to the fluctuation of the spacing, and the spacing between the moral pillars or the steel mortal pillars that are created varies, resulting in a continuous wall. It leads to unfavorable results.
そこでこの多連才一ガにおいては、 ス ク リ ユ ー羽根を 有する ί の、 あるい-は有.しな も のにかかわ らず各掘削 口 ッ ドの間隔を一定に保持するため に、 各掘削 口 ッ ドの 中途において各掘削 口 ッ ドを互いに連結する掘削 π ッ ド 間隔安定装置を設けて るが、 従来の この種の間隔安定 装置は、 各掘削 α ッ ドの中途に円筒体を回転自在に外嵌 させ、 れ ら 円筒体を単に連結板に よ ]? 一体的に接続 し た も のて るため、 各円筒体の間隔は固定され、 掘削口 ッ ドの間隔変更に際してはその都度別の間隔安定装置を 用意 しなければな らない と いう 欠点があった。 Therefore, in this multi-talented Iota, in order to keep the distance between each excavation opening constant regardless of whether or not the ί with screw blades is present or not. An excavation π that connects each excavation port to each other in the middle of each excavation port. Although a space stabilizer is provided, the conventional type of space stabilizer has a cylindrical body rotatably fitted in the middle of each excavation α-d, and the cylindrical body is simply a connecting plate.]? The space between each cylinder is fixed, and there is a drawback that a separate space stabilizer must be prepared each time the space between the excavation ports is changed. ..
他方、 施工条件にあわせて掘削口 ッ ド間の間隔を変更 でき る よ う に した も の と して複数の掘削 。 ッ ドを保持す る ために リ 一ダマ ス ト の下部前面に振止め装置を装着し て る。 しかし従来の振止め装置は掘削 ロ ッ ドを保持す る案内ホ ルダの位置が固定されて いる ので 、 やは ]) 軸間 変更に してはその都庋別の振止め装置を用意 しなけれ ばな らな 欠点があ る 。 On the other hand, multiple excavations are possible so that the spacing between the excavation ports can be changed according to the construction conditions. A steady rest device is installed on the lower front of the reservoir to hold the lid. However, in the conventional anti-vibration device, the position of the guide holder that holds the excavation rod is fixed. There are some drawbacks.
さ ら に上記間隔保持部材は、 その軸受部にオーガ軸を 回転的に挿通支持する関係上、 土砂が軸受部分に浸入し ない よ う にする必要があ るが、 従来の この種軸受は、 単 に摺動面に合成樹脂層合板、 あるいはオ イ ル レ ス メ タ ル 等の無耠洵軸受を介装するのみであるため、 使用中土砂 が浸入し易 く 、 これに よ ]? オーガ軸の 0転を損な う と同 時に軸受部 よ びオーガ軸が激 し く 摩耗する も のであつ = - 発明の開示 Furthermore, since the above-mentioned spacing member rotatesly inserts and supports the auger shaft into the bearing portion, it is necessary to prevent earth and sand from entering the bearing portion. Since the sliding surface is simply fitted with synthetic resin layered plywood or bearings such as oilless bearings, it is easy for earth and sand to infiltrate during use. At the same time when the zero rotation of the shaft is impaired, the bearing and the auger shaft are severely worn. = --Disclosure of the invention
本発明は、 上記 した各問題点を解決する こ とを 目的と してな されたも のであって、 複数本の掘削 口 ッ ドの軸間 The present invention has been made for the purpose of solving each of the above-mentioned problems, and is between the shafts of a plurality of excavation openings.
ΟΜ ΟΜ
r WIF 距離を可変と して外径の異なる各種才 ーガ スク リ ュ ,に よ る掘孔を可能な ら しめなが ら も 単一の駆動源に よ 回. 軸駆動させ.得る よ う に したアースオーガの駆動装置であr WIF By making the distance variable and using various talented gas screws with different outer diameters, it is possible to drive the holes with a single drive source while allowing them to be driven by a single drive source. It is a drive device of the earth auger
!) 、 その駆動装置をア ースオーガのタ ワ ー前面のガイ ド パイ ブへの装着に際 し、 該パイ ブの間隔の相違に順応し て装着し得る よ う に した駆動部の支持装置であ 、 また 複数のオーガス ク リ ュ ー等の掘削 π ッ ド間を拘束して掘 削 π ッ ド間隔を一定に保つと同時に振れを防止する掘削 口 ッ ドの間隔保持お よび振れ止め装置であ!) 、 さ ら ·に、 上記間隔保持装置 と掘削 口 ッ ドとの嵌-合.部に土砂の浸入 を防止する軸受装置を提供するにある 。 図面の簡単な説明 !! ), It is a support device for the drive unit so that when the drive device is mounted on the guide pipe on the front surface of the power of the earth auger, it can be mounted in accordance with the difference in the distance between the pipes. In addition, it is a device for keeping the distance between excavation mouths and holding the steady rest to prevent runout while keeping the excavation π-did interval constant by restraining between the excavation π-edges of multiple August cleaners, etc. !! ), Further, it is to provide a bearing device that prevents the intrusion of earth and sand into the fitting part between the above-mentioned spacing holding device and the excavation opening. A brief description of the drawing
第 1 図は本発明に係るァ 一ス オ ー ガ の一実施例を示す /^面図、 第 2図は同駆動部の拡大平面図、 第 3 図 _同正 面図、 第 4 図は同縦断側面図 、 第 5 図は同駆動部の要部 を断面 と した正面図 、 第 6 図は出力軸固定手段の一例を 示す平面図 、 第 7 図は同一部の拡大断面図、 第 8 図 ( Α ) , ( Β ) は出力軸の軸間距離の調整状態を示す説明図 、 第 9 図 ( A ) は駆動部の支持装置の拡大平面図、 第 9 図 ( B )' は同正面図 、 .第 1 ' 0 図 ( A ) は他の例を示す平 面図、 第 1 0 図 ( B ) は同正面図 、 第 1 1 図および第 1 2 図は他の実施例を示す拡大平面図 、 第 1 3 図は掘削 α ッ ド間隔安定装置の一実施例を示す拡大正面図 、 第 1 4 図 ( Α ) は第 1 3 図の A — Α線断面図、 第 1 4 図 ( B ) Fig. 1 shows an embodiment of the gauge according to the present invention / ^, Fig. 2 is an enlarged plan view of the drive unit, Fig. 3 _ same-side view, and Fig. 4 is. The vertical sectional side view, Fig. 5 is a front view with the main part of the drive unit as a cross section, Fig. 6 is a plan view showing an example of the output shaft fixing means, Fig. 7 is an enlarged cross-sectional view of the same part, and Fig. 8. Figures (Α) and (Β) are explanatory views showing the adjustment state of the inter-axis distance of the output shaft, Fig. 9 (A) is an enlarged plan view of the support device of the drive unit, and Fig. 9 (B)'is the same front. Figure, .Fig. 1 '0 (A) is a plan view showing other examples, Fig. 10 (B) is the same front view, and Fig. 11 and Fig. 12 are enlarged views showing other examples. Top view, Fig. 13 is an enlarged front view showing an example of an excavation α-id interval stabilizer, Fig. 14 (A) is a cross-sectional view of A — line A of Fig. 13, and Fig. 14 (Fig. 14). B)
ΟΜΡΙ は第 1 3 図において掘削 ロ ッ ドの間隔を変更 しえ状態を 示す断面図、 第 1 5 図は振止め装置の平面図、.第 1 6 図 は同正面図、 第 1 7 図は案内ホ ルダの取付状態図、 第 1 8 図は第 1 7 図の B — B 線断面図、 第 1 9 図は掘削 ロ ッ ド間隔安定装置における軸受装置の一実施.例を示す半新 面図である。 発明を実施するため の最良の形態 ΟΜΡΙ Is a cross-sectional view showing the state in which the interval of the excavation rod can be changed in Fig. 13; Fig. 15 is a plan view of the anti-vibration device. Fig. 16 is the same front view and Fig. 17 is a guide. Holder mounting phase diagram, Fig. 18 is a cross-sectional view of Fig. 17 B — B, Fig. 19 is an implementation of a bearing device in an excavation rod spacing stabilizer. Semi-new view showing an example. Is. Best mode for carrying out the invention
ア ース 才一ガ 1 は、 第 1 図にその概略を示している よ う に、 リ 一ダマ ス ト 2 の 前面の縦方向に設けられたパイ プか らなる ガイ ド部 3 , 3 (以下ガイ ドパイ ブとい う ) を案内 と して駆動装置 4 が図示しないゥ ィ ン チによ !) ヮ ィ ャ 口 一ブ 5 を介 して昇降 自在に吊持され、. この駆動装 置 4 に複数本 ( 実施例では 4本 ) の掘削 ロ ッ ド と しての オ ー ガス ク リ ユ ー 6 , 6 , ら' , 6 'が欧付けられている。 As shown in the outline shown in Fig. 1, the earth sword 1 is a guide part 3, 3 (guide section consisting of pipes provided in the vertical direction on the front of the lid mass 2). Guided by a switch (hereinafter referred to as a guide pipe), which is not shown in the drive unit 4! ) It is hung up and down freely via a mouthpiece 5, and is used as an excavation rod for multiple drilling rods (4 in the example) in this drive mounting 4. -6, 6, et al.', 6'are attached in Europe.
前記駆動装置 4は ¾動部 4 a 、 およ びホ ルダ 4 から な ]? 、 駆動部 4 の内部構造は、 第 3 図乃至第 5 図に示 すよ う に、 左右 2本を一対と するオーガス ク リ ユ ー 6 , 6 お よ び 6 ' , 6 'に対 しそれぞれ 1 つのモ —タ 7 , 7 'を備 え、 こ の モ ータ 7 , 7' に よ ]? 片側 2 本ずつ の 才 一ガ ス ク リ ュ ー 6 , 6 お よ び 6 ' , 6 'を交互に右回耘 · 左回転に駆 動させる よ う になっている 。 The drive unit 4 is from the moving part 4a and the holder 4] ?, and the internal structure of the driving part 4 is a pair of two left and right as shown in Fig. 3 to Fig. 5. August Cleaner 6, 6 and 6', 6'each with one motor 7, 7', and this motor 7, 7']? Two on each side Each talented gas clear 6, 6 and 6', 6'are alternately driven to the right and left.
第 5 図にその一方の駆動系を示 している よ う に、 図に おいてモ ータ 7 の出力軸 8 に駆動軸 9 が接続され、 こ の 駆勣軸 9 に第 1 才一ガ ス ク リ ユー駆動系 1 0 と第 2 才一 As shown in Fig. 5, the drive shaft 9 is connected to the output shaft 8 of the motor 7, and the drive shaft 9 is connected to the drive shaft 9 in the figure. Screen drive system 10 and 2nd Saiichi
A. WIFO ガ ス ク リ ユ ー駆動系 1 1 とが上下適宜間隔で装着されて お !) 、 第 2 オ ー ガ ス ク リ ユ ー蘊動系 1 1 は上記駆動軸 9 に対 して回転自在になっている。 A. WIFO The gas clear drive system 1 1 is installed at appropriate intervals up and down! ), The 2nd Augmentary Motion System 1 1 is rotatable with respect to the above drive shaft 9.
上記第 1 オーガス ク リ ユ ー駆動系 1 0 は、 前記駆動軸 9 上に固着された駆動ギヤ 1 2 と 、 この駆動ギヤ 1 2 に 嚙合されたア イ ド ルギヤ 1 3 と 、 このア イ ド ルギヤ 1 3 に嚙合された出力ギヤ 1 4 と を有 し、 これら各ギヤ 1 2 , 1 3 , 1 4 はギヤボ ッ ク ス 1 5 内に軸承され、 前記出 力ギヤ 1 4 は出力軸 1 6 に固定されて いる。 第 2 オ ーガス ク リ ユ ー駆動系 1 1 は、 前記駆動軸 9 に 固定された駆動ギヤ 1 7 と 、 この駆動ギヤ 1 7 に嚙合す る 出力ギヤ 1 8 とを有 し、 これら ギヤ 1 7 , 1 8 はギヤ ボ ッ ク ス 1 9 内に軸承され、 前記出力ギヤ 1 8 は出力軸 2 0 に固定されて る 。 The first August clear drive system 10 is a drive gear 1 2 fixed on the drive shaft 9, an idle gear 1 3 fitted to the drive gear 1 2, and this idle. It has an output gear 1 4 fitted to the gear 1 3, and each of these gears 1 2, 1 3, 1 4 is pivotally supported in the gear box 1 5, and the output gear 1 4 is the output shaft 1 6 It is fixed to. The second August clear drive system 1 1 has a drive gear 1 7 fixed to the drive shaft 9 and an output gear 1 8 fitted to the drive gear 1 7, and these gears 1 7 , 1 8 are bearing in the gear box 1 9, and the output gear 1 8 is fixed to the output shaft 20.
前記出力軸 1 6 , 2 0 は、 駆動部 40の底部 2 1 に穿設 された長孔 2 2 , 2 3 を貫通 し、 所望の位置で出力軸 1 6 , 2 0 を底部 2 1 に固定する固定手段 2 4 を備え、 出 力軸 1 6 , 2 0 の下端にはオ ー ガ ス ク リ ユ ー 6 , 6 の上 端を接統 自在とするカ ッ プ リ ン グ 2 5 , 2 6 を有 してい る e The output shafts 1 6, 20 penetrate the elongated holes 2 2, 2 3 drilled in the bottom 2 1 of the drive unit 40, and the output shafts 1 6, 20 are fixed to the bottom 2 1 at the desired positions. The fixing means 2 4 is provided, and the lower ends of the output shafts 1 6 and 20 are connected to the upper ends of the oil cleaners 6 and 6, and the couplings 2 5 and 2 are free to connect. E that has 6
上記固定手段 2 4 は 、 第 7 図に拡大断面を示 している ィ ( The above fixing means 2 4 shows an enlarged cross section in Fig. 7 (
よ う に、 前記ギヤケース 1 5 , -3— Θ- ( 便宜上一方のみに つ き 図示 ) の下部に形成された段部 2 7 に係合する爪 2 8 を有する基板 2 9 を有 し、 固定手段 2 4 の底部 2 1 の ボ ル ト 孔 3 0 , 3 0 …に 択的に揷通するボ ル ト 3 1 ···に よ ]) 固定自在と されている。 したがって第 1 , 第 2 オーガスク リ ユ ー駆動系 1 0 , 1 1 の ギ ヤ ボ ッ ク ス 1 5 , 1 9 は、 前記出力軸 1 6 , 2 Thus, a substrate 2 9 having a claw 2 8 that engages with a step 2 7 formed at the bottom of the gear case 1 5, -3—Θ- (shown for convenience only on one side) is provided and fixed. A bolt that selectively passes through the bolt holes 3 0, 30… at the bottom 2 1 of the means 2 4 3 1 ························································································ Therefore, the first and second August drive systems 10 and 1 1 gearboxes 1 5 and 19 are the output shafts 1 6 and 2.
0 の位置に応じ駆動軸 9 連結された状態で変位自在と な ]? 、 これに よ !) 出力軸 1 6 , 2 0 の間隔を任意に選定 して固定する こ とができ る。 図にお て 3 2 はス ィ ベ ル であ る。 つ ぎに上記装置の作用を説明する。 オーガス ク リ ユー Drive shafts 9 can be displaced in a connected state according to the position of 0]? ) The intervals between the output shafts 1 6 and 20 can be arbitrarily selected and fixed. In the figure, 3 2 is a level. Next, the operation of the above device will be described. August Cryeu
6 , 6 , 6',· 6^の間隔を調整する には、 固定手段 2 4 の ボ ル ト 3 1 , 3 1 …を緩めて抜き 、 ク レ ー ンその他適宜 な手段に よ ]? 長孔 2 2 , 2 3 に ¾つて出力軸 1 6 , 2 0 を 5互 あるいは接近する方向に移動させれば、 第 永、'ヅクス To adjust the spacing of 6, 6, 6', · 6 ^, loosen and remove the bolt 3 1, 3 1… of the fixing means 2 4 and use a clean or other appropriate means]? If you move the output shafts 1 6 and 20 along the holes 2 2 and 2 3 in the direction of 5 or closer to each other, the permanent,'Duxe
8 図 ( A ) または ( B ) の よ う にギ ヤ . 一ス 1 5 は 出力 8 As shown in Fig. (A) or (B), gear 1 5 is output.
6 を 中心に回転 してモ ー タ の駆動軸が変位する と共 ブク Άス When the drive shaft of the motor is displaced by rotating around 6,
にギヤ^ 1 9 はモ 一 タ 軸を中心に して回転 し、 出力軸の軸心が変位する 。 各出力馳 1 6 , 2 0 の位置が定ま った と ころで固定手 段 2 4 の基板 2 9 に揷通する ホ'ル ト 3 1 , 3 1 …を,駆動 部 4 の底部 2 1 のボ ル ト 孔 3 0 , 3 0 …に挿通 して締着 、ソクス The gear ^ 1 9 rotates around the motor shaft, and the axis of the output shaft is displaced. When the positions of the output units 1 6 and 20 are determined, the holes 3 1, 3 1… that pass through the board 2 9 of the fixed hand 2 4 are connected to the bottom 2 1 of the drive unit 4. Insert through the bolt holes 30, 30… and tighten, socks
させれば、 基板 2 9 の爪 2 8 でギ ヤ^ _― 1 5 , 1 9 の 段部 2 7 を固定し、 出力軸 1 6 , 2 0 をその位置に固定 させる。 If so, fix the steps 2 7 of the gears ^ _― 15 and 19 with the claws 2 8 of the board 29, and fix the output shafts 1 6 and 20 at that position.
この よ う に各出力軸 1 6 , 2 0 お よ び 1 6' , 2 0 ' の間 隔を設定したのち各出力軸に才 ーガ ス ク リ ユ ー 6 , 6 , 6' , 6 を接続 し、 モ ータ 7 , Τを駆動すれば、 一方側に After setting the interval between each output axis 1 6, 2 0 and 1 6', 2 0'in this way, the talented user 6, 6, 6', 6 is set for each output axis. If you connect and drive motor 7, Τ, it will be on one side.
0\ IFI おいてはその出力軸 8 を通 じ駆動軸 9 を回動 し、 駆動ギ ャ 1 2 、 ア イ ドルギヤ 1 3 、 出力ギヤ 1 4 を通 じ、 出力 軸 1 6 を 、 また駆動ギヤ 1 7 、 出カギャ 1 8 を通 じ出力 軸 2 0 をそれぞれ反対方向に回転駆動してオーガス ク リ ュ 一 6 , 6 を回動する 。 他方側の オ ー ガ ス ク リ ュ ー 6 ' , 6'に て も全 く 同様に して回動する。 なお他方側の構 成は同一のため対応部分の符号にダッ シュを付しておく。 0 \ IFI In this case, the drive shaft 9 is rotated through the output shaft 8, and the drive gear 1 2 and the idle gear 1 3 and the output gear 1 4 are passed through the output shaft 1 6 and the drive gear 1 7 and The output shafts 20 are rotationally driven in opposite directions through the output cables 1 8 to rotate the August Cleaners 6 and 6. The other side of the August reviews 6'and 6'also rotate in the same way. Since the structure on the other side is the same, a hash is added to the code of the corresponding part.
このよ う に して任意に定め られた間隔を もって竪穴を 削孔する こ とができ る。 In this way, pit-houses can be drilled at arbitrary intervals.
なお、 前記出力軸 1 6 , 1 6' , 2 0 ·,. 2 0'の移動は、 流体シ リ ン ダあるいは横送 !) のね じ機構等を利用 して行 なわせる よ う にする こ と も でき 、 この場合にはシ リ ン ダ の 口 ック あるいはね じ機構の口 ッ ク をなさ しめる固定手 段に置換すれば よい。 The movement of the output shafts 1 6, 1 6', 20 ·,. 20'is a fluid cylinder or lateral feed! ) It can also be done by using the sliding mechanism, etc. In this case, replace it with the mouth of the cylinder or the fixed mechanism that holds the mouth of the sliding mechanism. do it.
ま た、 本実施例では上^構成の駆動部をホ ルダに 2 組 並設 した 4 連オ ーガ の駆動装置について説明 したが 、 2 連オーガの場合は 1 組で よ く 、 また 6 連オ ーガの場合は 3 組の駆動部を ホ ルダに組込めば よ い。 In addition, in this example, a drive device for a 4-unit auger in which two sets of drive units of the above configuration are installed side by side in a holder has been described, but in the case of a 2-unit auger, one set is sufficient, and 6 stations are also used. In the case of an auger, three sets of drive units should be incorporated into the holder.
つぎにア ー ス才一ガ駆動部 4 a およ びホ ルダ 4 b を含 , む駆動装置 4 を上記 リ ーダマ ス ト 2 のガイ ドパイ ブ 3 , 3 に装着 している支持装置について説明する。 Next, the support device in which the drive unit 4 including the earth talent drive unit 4a and the holder 4b is mounted on the guide pipes 3 and 3 of the leader master 2 will be described. ..
第 9 図 ( B ) において 、 上記駆動装置 4 のホ ル ダ 4 b の背面 4 0 には、 :、その中央部士下:方向 にガイ ドを構成す る 凹溝 4 1 が設けられ、 こ の凹溝 4 1 に篏合する凸部 4 2 を有する ブラ ケッ ト 4 3 がボ ル ト 4 4 …、 ナ ッ ト 4 4' In Fig. 9 (B), the back surface 40 of the holder 4 b of the drive device 4 is provided with a recess 4 1 that constitutes a guide in the direction of: and the center of the holder 4 b. Bracket 4 3 with a convex part 4 2 that fits into the concave groove 4 1 of the bolt 4 4…, nut 4 4'
O PI O PI
/ふ、 V/IPO …に よ ]) 取外 し自 在に装着 して あ る。 .ブラ ケ ッ ト 4 3 は 基板 4 5 に直角に 2 枚の側板 4 6 , 4 6 を 固着 して.な る も ので 、 こ の側板 4 6 , 4 6 にス ラ イ ド金具 4 . 7 ,. 4 7 を内方向 に向 けてボ ル ト 4 8 … 、 ナ ッ ト 4 8 ' ···に よ 固 定 して あ る o / Fu, V / IPO ...]) It has been removed and installed on its own. The bracket 4 3 has two side plates 4 6, 4 6 fixed at right angles to the board 4 5, so the slide metal fittings 4.7 are attached to these side plates 4 6, 4 6. ,. 4 7 pointing inward, bolt 4 8…, nut 4 8'···
ス ラ イ ド金具- 4 7 , 4 7 は リ ーダマ ス ト 2 に適宜間隔 L を も つて装着された ガイ ドパイ ブ 3 , 3 に係合 して駆 動装置 ^を リ ーダマ ス ト 2 に ¾つて昇降 自 在 と する も の であ る 。 Slide brackets-4 7, 4 7 engage the guide pipes 3 and 3 mounted on the leader 2 with an appropriate interval L to attach the drive device ^ to the leader 2 ¾. Therefore, it is self-sustaining.
ま た、 第 1 0 図 ( A ) の よ う に、 第 9 図 ( A ) 示の も の と比べ取付間隔 の広いガ ィ ドパ ィ プ 3' , 3 'を有 した リ —ダ マ ス ト 2 'に駆動部^"を ¾ i;ナる ¾合は 、 第 9 図 ( B In addition, as shown in Fig. 10 (A), the leader has a guide pipe 3'and 3'with a wider mounting interval than the one shown in Fig. 9 (A). If the drive unit ^ "is set to 2', the result is shown in Fig. 9 (B).
:) 示の状態 よ ]3 ボル ト 4 4 …、 ナ ッ ト 4 4 ,…を緩めてホ ル ダ背面 4 0 よ jp ブラ ケ ッ ト 4 3 を ¾外 し、 リ ーダマス ト のガ ィ ドパ ィ ブ 3' , 3 'の 取付間隔 1/と 同 じ取付間隔 の ス ラ イ ド金具 4 7' , 4 7 を有 した ブラ ケ ッ ト 4 3'を駆 動装置 4 の ホ ル タ'背面 4 0 に ¾付ける 。 この ブラ ケ ッ ト 交換の際、 新 し く 取付け られる ブラ ケ ッ ト 4 3'はガ イ ド に よ って確実に芯規定される 。 :) Shown state] 3 Volt 4 4…, Nut 4 4,… Loosen the back of the holder 4 0 jp Remove the bracket 4 3 and remove the leader mast guide. Bracket 4 3'with sliding metal fittings 4 7'and 4 7 with the same mounting interval as the mounting interval 1 / of the drives 3'and 3', and the host of the drive device 4' Attach to the back 40. When replacing this bracket, the newly installed bracket 4 3'will be securely centered by the guide.
本発明における ホ ルダ ■tf ta 4 0 と フ ラ ケ ッ ト 4 3 と の 接合ガ イ ドの他の実施例 と して、 第 1 1 図の よ う に ブラ ケ ッ ト 4 3 の 前面に凹 '導 4 を 設け、 ホ ルダ背面 4 0 に 凸部 4 2'を設けた例や、 第 1 2 図の よ う に ホ ル ダ背面 4 0 と ブラ ケ ッ ト 4 3 前面の両者に凹壽 4 1" , 4 1" を設け 、 この凹騫に よ 生 じ る角孔にキ一 4 9 を揷入する例 も As another example of the joining guide between the holder 4 0 and the bracket 4 3 in the present invention, as shown in Fig. 11 on the front surface of the bracket 4 3. An example in which a concave'lead 4 is provided and a convex portion 4 2'is provided on the back surface of the holder 4 0, and as shown in Fig. 1 and 2, the back surface of the holder 4 0 and the front surface of the bracket 4 3 are both concave. In some cases, 4 1 "and 4 1" are provided, and a key 4 9 is inserted into the square hole created by this recess.
' -ら υ -、 c :?i '-La υ-, c :? i
\ WIPO 得られる。 \ WIPO can get.
ま た本発明の支持装置は、 ド ロ ッ プハ ンマ 、 ディ 一ゼ ル ハ ン マ 、 地盤改良機等 、 リ ーダマ ス ト に fH、つて上下さ せて作業させる装置のすべてに適用で きる。 Or support apparatus of the present invention is, kill de Lock Puha comma, di Ichize Le Ha down Ma, soil improvement machine, or the like, Li Dama be sampled to f H, in applied to all of the go-between up and down is allowed to work equipment ..
つぎにォ 一ガ スク リ ユ ー等掘削 .口 ッ ドの間隔安定装置 および振れ止め装置について説明する。 Next, excavation of a gas screw, etc., a mouth space stabilizer and a steady rest device will be described.
第 1 3 図において 、 各掘削 ロ ッ ド 6 , 6'の下方.部の中 途に軸方向に適宜間隔をおいて上下フ ラ ンジ 5 0 ··· 5 1 …が突設され、 これによ ]}·環状の凹溝 5 2 …が形成され ている。 この凹溝 5 2 …に-上記フ ラ ンジ 5 0 … 5 1 …に 対応する上下フ ラ ンジ 5 3 , 5 4 が上下に突設された円 筒体 5 5 …を、 オ イ ル レ ス メ タ ル等の軸受部材 5 6 を介 して回転自在に篏合 してある。 前記円筒体 5 5 の外周部 には、 隣位の円筒体に向けて垂直板状の突起部 5 7 が固 着され、 この突起物 5 7 には掘削 口 ッ ド 6 の並設方向に 複数列 ( 図示実施例では 2 列 ) のボ ル ト 孔 5 8 …が穿設 されている 。 相対向する突起部 5 7 , 5 7 にはそれぞれ 2 枚の板状の連結具 5 9 …が当該連結具 5 9 に穿設され たボ ル ト 孔 6 0 …に対 して突起部 5 7 の .ボ ル ト孔 5 8… を適宜選択 して両ボ ル ト孔に揷入 したボ ル ト 6 1 …を締 め付ける こ と に よ ]? 連結される よ う になっている。 図に おいて 6 2 は掘削 口 ッ ド 6 と 円筒体 5 5 との回転摺動部 を シ ール する 0 リ ン-ク'、 6 3 は搌削'口 ッ-ド 6 の スク リ ュ —羽根であ る 。 In Fig. 13 Fig. 13, the upper and lower flanges 50 ··· 5 1… are projected in the middle of each excavation road 6, 6'at appropriate intervals in the axial direction. Yo]} · An annular recess 5 2… is formed. In this concave groove 5 2…-The upper and lower bearings 5 3 and 5 4 corresponding to the above-mentioned bearings 5 0… 5 1… are projected up and down. It is rotatably integrated via bearing members 56 such as metal. Vertical plate-shaped protrusions 5 7 are fixed to the outer periphery of the cylinder 5 5 toward the adjacent cylinder, and a plurality of vertical plate-shaped protrusions 5 7 are attached to the protrusions 5 7 in the parallel direction of the excavation openings 6. Rows (two rows in the illustrated example) of bolt holes 5 8… are drilled. Two plate-shaped connecting tools 5 9 ... are provided on the opposing protrusions 5 7 and 5 7 with respect to the bolt holes 6 0 ... By appropriately selecting the bolt holes 5 8… and tightening the bolts 6 1… that have been inserted into both bolt holes]? In the figure, 6 2 is the 0 link'that seals the rotating sliding part between the excavation opening 6 and the cylindrical body 5 5, and 6 3 is the screen of the excavation opening' opening'. — It is a feather.
つ ぎに上記実施例の作用を説明する 。 第 1 3 図お よ び第 1 4 図示の 状態で各掘削 ロ ッ ド 6 , 6 …が掘削 π ッ ド間隔安定装置に よ 保持されてい る場 合に掘削 σ ッ ド 6 , 6 の軸間距離の変更が必要 と なった と き は、 ボ ル ト 6 1 , 6 1 …を緩めて違結具 5 9 ···を突 起部 5 7 …よ 取外 し、 オ ー ガス ク リ ユ ー 6 …の軸間距 離の変更を行ったのち第 1 4 図 ( B ) の よ う に連結具 5 9 …の ホ' ル ト 孔 6 0 …に対 して 、 突起部 5 7 …のボ ル ト 孔 5 8 …を適宜選択 して両ボ ル ト 孔内 にボ ル ト 6 1 …を 挿入 して締め付け、 各掘削 ロ ッ ド 6 , 6 …間の軸間距離 を固定す る Next, the operation of the above-described embodiment will be described. Fig. 1 3 and Fig. 14 Between the shafts of excavation σ rods 6 and 6 when each excavation rods 6 and 6… are held by the excavation π rod interval stabilizer in the state shown in the figure. When it becomes necessary to change the distance, loosen the bolt 6 1, 6 1… and lift the fitting 5 9 ... After changing the distance between the axes of 6…, as shown in Fig. 14 (B), the protrusion 5 7… is used for the hole hole 6 0… of the connector 5 9…. Select the route hole 5 8… as appropriate, insert the bolt 6 1… into both bolt holes and tighten, and fix the inter-axis distance between each drilling rods 6, 6….
突起部 5 7 …のホ' ル ト 孔 5 8 歹 は 、 予想 される軸間変 更に えて Ιύ もって ¾列穿設 して く こ と が望ま しい。 It is desirable that the hole holes 5 8 of the protrusions 5 7… be drilled in rows with the expected interaxial change and Ιύ.
なお本実施例においては、 突起部 5 7 と 連結具 5 9 と を ボ ル ト に よ ]? 締め付ける よ う に した も の につ き 示 して ¾> るカ 、 これは ピ ン等を利用 して も よ い。 In this embodiment, the protrusion 5 7 and the connector 5 9 are tightened by a bolt, which is indicated by using a pin or the like. You can do it.
第 1 5 図乃至第 1 8 図は掘削 π ッ ド の振れ止め装置を 示す も ので、 リ ーダ マ ス ト 2 のガ イ ドパイ ブ 3 , 3 に締 着金具 6 4 , 6 4,に よ ]) 装着 されて いる保持フ レ ー ム 6 Fig. 15 to Fig. 18 show the steady rest device of the excavation π lid. ]) Attached holding frame 6
5 の前面 にコ字形の後部フ レ ー ム 6 6 カ ビ ン 6 7 , 6 7 に よ ]? 取付け られ、 さ ら に この後部 フ レ ー ム 6 6 の両端 に前部 フ レ ー ム 6 8 , 6 8 の一端が ピ ン 6 9 , 6 9 によU-shaped rear frame 6 6 on the front of 5]? Attached to the front frame 6 on both ends of this rear frame 6 6 One end of 8, 6 8 is pin 6 9, 6 9
Ϊ) 中央カゝ ら 両側方へ開閉 自 在 とな る よ う に枢着され、 両 前部 フ レ ー ム. 6 8 , 6 8 の他端は ピ ン 7 0 で違結さ れて 中空 ロ ッ ド案内枠を形成 してい る 。 上 §S フ レ ー ム 6 6 ,Ϊ) Opening and closing from the center to both sides It is pivotally attached to both sides, and both front frames. The other ends of 6 8 and 6 8 are connected by a pin 70 and are hollow. It forms a rod guide frame. Above § S frame 6 6,
6 8 , 6 8 の上面、 お よ び下部前面 、 後面にはボ ル ト 孔 Bolt holes on the top, bottom front, and back of 6 8, 6 8
一 CMPI 7 1 …が多数穿設されていて、 このボル ト 孔 7 1 …に t. 後 1 対の 口 ッ ド案内ホ ル ダ 7 2 ·"カミボ ル ト 7 3 によ ]? 固 定されてい る。 7 4 は上記案内ホルダ 7 2 内面に'内装さ れたカ ラ 一であ ]? 、 また、 7 5 は上記前部フ レ ー ム 6 8One CMPI A large number of 7 1… are drilled in this bolt hole 7 1…, and a pair of mouth guide holders 7 2 · “according to the Kamibolt 7 3]? . 7 4 is the above guide holder 7 2'internal interior color] ?, and 7 5 is the above front frame 6 8
, 6 8 を連結さ'せるのに使用する レパ ー、 7 6 は作業合 である 。 , 6 8 is a reporter used to connect', 7 6 is a working combination.
つ ぎに本装置の作用を説明する 。 Next, the operation of this device will be explained.
ま ず掘削 口 ッ ド 6 …の ¾付間隔にあわせて 口 ッ ド案内 ホ ル ダ 7 2 …を適宜位置で後部フ レ ー ム およ び前部フ レ — ム 6 8 , 6 8 にボ ル ト 7 3 …によ ]? 固定する。 ついで ピ ン 6 9 を外 し、 前部フ レ ー ム 6 8 , 6 8 を適宜角度開 き 、 掘削 ロ ッ ド 6 …を上方 よ ]9 各ロ ッ ド案内ホ ル ダ 7 2 に揷入する。 そこで レ バ ー 7 5 を操作して前部フ レ ー ム 6 8 , 6 8 を連結 して ピ ン 6 9 によ D固定する。 以上の 作業によ ]? 掘削 α ッ ド 6 …は各案内ホ ル ダ 7 2 …に保持 される。 First excavation Mouth guide holder 7 2… at the appropriate position according to the interval of the opening mouth 6… to the rear frame and front frame 6 8, 6 8 Luto 7 3…]? Fix. Then remove the pins 6 9 and open the front frames 6 8 and 6 8 at appropriate angles, and move the excavation rod 6… upward] 9 Insert into each rod guide holder 7 2. do. Therefore, operate the lever 75 to connect the front frames 6 8 and 6 8 and fix them with the pin 6 9. By the above work]? The excavation α-pod 6… is held in each guide holder 7 2….
掘削 ロ ッ ド 6 …の取付間隔を換える と き は、 ロ ッ ド案 内ホ ル ダ 7 2 …を位置変更すれば よ い。 なお、 上記作業 にお て作業台 7 6 , 7 6 を利用すれば よ D能率的であ る 。 ま た 、 振止め装置を リ 一ダマ ス ト のガイ ドパイ ブに 装着 した秋態で駆動部にワ イ ヤ で吊下 して も よ い。 ' つぎに前記第 1 3 図乃至第 1 4 図 ( A ) , ( Β ) に示 しだ間隔安定装置に適用レて好適な軸-受装置について説 明する。 To change the mounting interval of the excavation rod 6…, the position of the holder 7 2… in the rod plan should be changed. It is more efficient to use the worktables 7 6 and 7 6 for the above work. In addition, the anti-vibration device may be hung on the drive unit with a wire in the autumn state when it is attached to the guide pipe of the reader. 'Next, the shaft-bearing device suitable for the interval stabilizer shown in Figures 13 to 14 (A) and (Β) will be explained.
第 1 9 図は本軸受装置の一例を示す半断面図で、 8 0 一 OV1PI WIPO は掘削 口 ッ ド 6 の継手部雄側軸を示 している。 Fig. 19 is a semi-cross-sectional view showing an example of this bearing device, which is 80 OV1PI WIPO. Indicates the male side shaft of the joint of excavation opening 6.
掘削 口 ッ_ド 6 の継手部雄側軸 8 0 の端部外周に切欠き 段部を.設け、 この段部の一部に掘削 ロ ッ ド 6 の谜手部雄 側管軸 8 1 を篏合 して該管軸 8 1 端面との間 環状の凹 部 8 2 を 形成 し、 こ の凹部 8 2 の上下両端段部に内側軸 方向に凹犾の シ ―ル溝 8 3 を形成 したシール受部材 8 4 を一体的に設ける と と も に、 上記シール受部材間にオイ ノレ レ ス メ タ ノレ等軸受部材 ·8 5 を内嵌 し、 上下両端部軸方 向に凹状のシ ール篱 8 6 を形成 した固定軸受 8 7 が回耘 自在に续合されて る 。 A notch step is provided on the outer periphery of the end of the male side shaft 80 of the joint part of the excavation port 6, and the male side pipe shaft 8 1 of the bearing part of the excavation rod 6 is provided in a part of this step. An annular recess 8 2 was formed between the pipe shaft 8 1 and the end face, and a concave seal groove 8 3 was formed in the upper and lower ends of the recess 8 2 in the direction of the inner axis. In addition to providing the seal receiving member 8 4 integrally, the bearing member · 85 such as the oilless stainless steel is fitted between the seal receiving members, and the upper and lower ends are concave in the axial direction. The fixed bearings 8 7 forming the ru-篱 8 6 are freely assembled together.
上記 シ 一 ル受部村 8 4 の シ一ル壽 8 3 と固定軸受 8 7 の シ ー ノレ ;毒 S 6 ¾对 して シ 一 ノレ里 S 8 , 8 9 が形成 さ れる力' 、 こ の シ ール室 8 8 , 8 9 の軸心に向 く 内壁面 は中央よ D 測部に行 く につれて半径が縮小する方向に傾 斜 したテ ーパ面 9 0 に形成されている 。 The force that forms the radius 8 3 and the fixed bearing 8 7 of the above-mentioned seal receiving village 8 4; the poison S 6 ¾ and the series S 8 and 8 9', this The inner wall surface of the bearing chambers 8 8 and 8 9 facing the axis is formed on the taper surface 90 which is inclined in the direction of decreasing the radius from the center toward the D measuring part.
上記シ ー ル室 8 8 , 8 9 内には、 焼入鋼等の硬度の大 き な耐摩耗性に富む材科製のシ ール リ ン グ 9 1 , 9 2 , Inside the seal chambers 8 8, 8 9, hardened steel and other materials with high hardness and excellent wear resistance are made of materials 9 1, 9 2,
9 3 , 9 4 が遊勣自 在に内装され 、 これら 9 3 and 9 4 are installed in the playground, and these
9 1 , 9 2 お よ び 9 3 , 9 4 の各外端縁に On each outer edge of 9 1, 9 2 and 9 3, 94
動部 9 5 , 9 6 が互いに摺接されている。 The moving parts 9 5 and 9 6 are in sliding contact with each other.
ン グ 9 1 , 9 2 , 9 3 , 9 4 の外周面は、 The outer peripheral surfaces of the rings 9 1, 9 2, 9 3, 9 4 are
8 8 , 8 9 の内側面のテ 一パ面 9 0 と平行 Parallel to the tape surface 90 on the inner surface of 8 8 and 8 9
斜 したテ ーパ面 9 7 , 9 8 , 9 9 , 1 0 0 Inclined taper surface 9 7, 9 8, 9 9, 10 0 0
お ]? 、 こ のテ 一パ一面 9 7 , 9 8 , 9 9 , ] ?, This one side is 9 7, 9 8, 9 9,
シ ー ル室 8 8 , 8 9 のテ 一パ面 9 0 と の間 0 1 が介在されてい る。 Between the seal room 8 8, 8 9 and the tape surface 90 0 1 is intervening.
上記 シ ー ル受部材 8 4 およ び固定軸.受部 8. 7 の外周端 部対向面は、 外方に.拡開する方向の傾斜面 1 0 2 , 1 0 2 , 1 0 3 , 1 0 3 に形成されてお ]? 、 両傾斜面 1 0 2 , 1 0 3 によ ]? 形成される V形溝内に 0 リ ン グ 1 0 4 , 1 0 4 が圧嵌めされて る 。 The above seal receiving member 84 and the fixed shaft. The outer peripheral end facing surface of the receiving part 8.7 is outward. The inclined surface in the expanding direction 1 0 2, 1 0 2, 1 0 3, Formed at 1 0 3] ?, by both inclined surfaces 1 0 2, 103]? 0 rings 1 0 4, 1 0 4 are press-fitted into the V-shaped groove formed. ..
—方、 上記固定軸受部 8 7 には、 半径方向にグ リ ス注 入孔 1 0 5 , 1 0 5 が穿設され、 軸受部材 8 5 に穿設さ れた通孔 1 0 6 , 1 0 6 に連通されていて、 軸受部材 8 5 と 凹部 8.2 との摺動面.およ び上記シ ー ル室 8 8 , 8 9 内にグ リ スを注入で き る よ う になって る。 ま た、 上記 固定軸受部 8 7 の端部には、 注入されたグ リ ス を排出す るための排出 口 1 0 7 , 1 0 7 が穿設されてお ]? 、 これ らは盲栓に よ !?封止されて る。 なお、 1 0 9 は固定翱 受部 8 7 外面に固着された違結部材で あ ]? 、 こ の連結部 材 1 0 9 によ って隣接する固定軸受部に連結し軸受部を 一定の間隔に保持 してある。 — On the other hand, the fixed bearing portion 8 7 is provided with grease injection holes 1 0 5 and 105 in the radial direction, and the through holes 1 0 6 and 1 are formed in the bearing member 85. It communicates with 0 6, and the sliding surface between the bearing member 8 5 and the recess 8.2. And the grease can be injected into the seal chambers 8 8 and 8 9 above. .. In addition, at the end of the fixed bearing part 8 7 above, discharge ports 1 0 7, 10 7 for discharging the injected grease are bored] ?, These are blind plugs. Niyo! ?? It is sealed. Note that 1 0 9 is a connecting member fixed to the outer surface of the fixed bearing 8 7] ?, and this connecting material 1 0 9 connects to the adjacent fixed bearing, and the bearing is constant. It is held at intervals.
本装置は上記構成であるから 、 掘削 口 ッ ド 6 によ って 地中に削孔する と き 、 隣位のオーガ軸同士は固定軸受部 8 7 に よ ]? 拘束 し合っているので、 間隔が変化する こ と な く 掘進される 。 · 上記オ ー ガ ス ク リ ユ ー 6 の回転は、 オ イ ル レ ス メ タ ル 等の'都受部お 8 5 と凹部 8 2 の-周面 との摺.動で行われる この と き 削孔内の土砂が上記回転部分に浸入しよ う と Since this device has the above configuration, when drilling holes in the ground with the excavation port 6, the adjacent auger shafts are restrained by the fixed bearings 87]? It is dug up without changing the interval. · The rotation of the above-mentioned oil cleaner 6 is performed by sliding the oilless meter, etc., between the capital receiving part 8 5 and the recess 8 2 -peripheral surface. If the earth and sand in the drilling hole tries to infiltrate the above rotating part
OLiPI_ V IPO するが、 シール受部材 8· 4 と固定軸受部 8 7 との傾斜面 1 0 2 , 1 0 2 およ び 1 0 3 , 1 0 3 に よ ]) 形成されたOLiPI_ VIPO However, the inclined surfaces of the seal receiving members 8 and 4 and the fixed bearing 8 7 are formed according to the inclined surfaces 1 0 2, 1 0 2 and 100 3, 103]).
V 形蘀に嵌着された 0 リ ン グ 1 0' 4 , 1 0 4 にょ 封止 されてい るため浸入し得ず、 ま た万.一内部に進入した と して も 、 シ ール室 8 8 , 8 9 内の 0 リ ン ク' 1 0 1 に よ ってシ ールされているので、 軸受部 8 7 と掘削 口 ッ ド 6 の摺動面間に至る こ とが阻止される。 産業上の利用可能性- 本発明は、 モ ー タ に連結 した凰勣軸に 2つの駆動ギヤ を適宜間隔で縦設 して、 それぞれの憨勣ギヤに下端に才Since it is sealed in the 0-ring 1 0'4, 104, which is fitted to the V-shaped sill, it cannot penetrate, and even if it should enter the inside, the seal chamber Since it is sealed by 0 link '10 1 in 8 8, 8 9, it is prevented from reaching between the sliding surface of the bearing 8 7 and the excavation port 6. .. Industrial Applicability-In the present invention, two drive gears are vertically installed on the shaft connected to the motor at appropriate intervals, and each gear is equipped with a talent at the lower end.
—ガ軸を接読する 刀 :こ iH ¾ した ώ力ギヤを ¾合させ て 2 つのギヤ系歹 ijをそれぞれギヤ ボ ッ ク ス に内装載承 し 、 上段 ( モ ー タ 側 ) ギ ヤ ボ'ッ ク ス には上記駆動モータを 载'置する と と も に、 下段ギヤボ ッ ク ス は上記駆動軸に対 し回転 自在に支承して上記両 K力軸間の間隔を可変自在 と し、 任意の間隔で上記 力軸を ホ ル ダ に固定する よ う に したので、 各ギヤボ ッ ク スを回動変位させて固定する こ と に よ ]? 、 各出力軸間に任意の間隔 に設定で き 、 これ によって これら 出力軸に連結される ォ 一 ガ ス ク リ ュ 一間 を任意の間隔に調整する こ とがで き る。 しか も各ギヤ系' 列は出力軸の変位にかかわらず常に同 じ嚙合状態を保持 するから 、 単一のモ ータ によ ]} 2本の才一ガス ク リ ユ ー を回転駆動させる こ と に何ら支障を来たすこ とな く 、 円 滑に回転駆動させる こ とがで き る — Sword that reads the gauge shaft: The two gear systems are mounted in the gear box by combining the ώ force gears that are iH ¾, and the upper stage (motor side) gearbo. The drive motor is installed in the axle, and the lower gearbox is rotatably supported with respect to the drive shaft so that the distance between the two K force shafts can be changed. , Since the above force shafts are fixed to the holder at arbitrary intervals, each gearbox is fixed by rotational displacement]?, At any interval between each output shaft. This allows you to adjust the displacements connected to these output shafts to any interval. However, since each gear system'row always maintains the same state regardless of the displacement of the output shaft, a single motor is used.]} Two talented gas cleaners are driven to rotate. It is possible to rotate the drive in a circular motion without causing any trouble.
Λ, V/IPO ア ースオーガ駆動装置の支持装置は、 駆動部のホ ル ダ 背面にス ラ イ ド金具を有 したブラ ケ ッ ト を取外し自在に 固定させたので、 ブラ ケ ッ ト の交換のみでガイ パイ ブ の取付間隔の異なる種々 の リ 一ダマ,ス ト に対 し駆動部を 装着する こ とができ 、 しか も ブラ ケ.ッ トの取付作業にお いては、 ホ ルダ背面のガイ ドに よ ]? 芯規定するため確実 に位置合わせができ 、. したがって ブラ ケ ッ ト の曲 ]? によ る ス ラ イ ド金具、 あるいはガイ ドパ イ ブの異常摩耗が起 らな 等実用上極めて-有効で あ る 。 Λ, V / IPO As for the support device of the earth auger drive device, the bracket with the slide bracket on the back of the holder of the drive unit was removed and fixed freely, so the guide pipe can be replaced only by replacing the bracket. It is possible to mount the drive unit for various readers and stores with different mounting intervals, but when mounting the bracket, use the guide on the back of the holder]? Since the core is specified, it can be aligned reliably. Therefore, it is extremely effective in practical use, such as abnormal wear of the slide metal fittings or guide pipes due to bracket music. be .
さ-ら:に多連才—ガにぉける間隔安定装瞿は、 複数の掘 削 π ッ ド の 中途に円筒体をそれぞれ回転 自在に外篏させ Sa-ra: Multi-talented — The space-stabilizing sword that can be used for ga is a rotatably outer cylinder that allows each cylinder to rotate in the middle of multiple excavations.
、 各円筒体の外周部に隣位の 円筒体に向けて突起部を突 設する と と も にこの突起部に透孔を上記掘削 口 ッ ドの並 設方向に複数穿設 し、 相対向する 2 つの突起部の透孔に 違結具をボ ル ト 等によ 取付けて各掘削 口 ッ ド間の間隔 を一定なさ しめる よ う に したので、 掘削 口 ッ ドの間隔を 変更して も連結具の透孔に対 して突起部の透孔を適宜選 択 してボ ル ト 等に よ 締め付ければ よ く 、 従来の間隔安 定装置において、 掘削 口 ッ ドの間隔を変更する度にその 都度別の も のを用意しなければな らなかった こ とに比 し 極めて有効な も のであ!) 、 その実用性は大である。 · ま た多連オーガの振止め装置は、 リ ーダマ ス ト の下方 部の前面に π ッ ド案内枠を装着し、 この 口 ッ ド案内—枠に 複数の 口 ッ ド案内ホ ル ダを掘削 口 ッ ドの並設方向に移動 可能に取付ける よ う にしたため、 掘削 ° ッ ドの間隔を変 更 して も 、 ロ ッ ド案内ホ ルダをそれにあわせて移動させ て固定すればよ く 、 従来の振止め装置の よ う に、 摁削 ロ ッ ドの間隔を変更させる度にその都度別の も のを用意し なければな らなかったこ と に比べて極めて有効な も ので あ ]9 、 その実用性は大き い。 , A protrusion is provided on the outer periphery of each cylinder toward the adjacent cylinder, and a plurality of through holes are made in this protrusion in the parallel direction of the excavation opening, and they face each other. Since the gap between the excavation openings is kept constant by attaching a fitting to the through holes of the two protrusions with a bolt, etc., even if the interval between the excavation openings is changed. It is sufficient to select the through hole of the protrusion as appropriate for the through hole of the connector and tighten it with a bolt, etc., and every time the excavation opening interval is changed in the conventional interval setting device. It is extremely effective compared to having to prepare a different one each time! ), Its practicality is great. · In addition, the anti-vibration device for multiple augers is equipped with a π-rod guide frame on the front of the lower part of the leader, and this mouth guide — excavates multiple mouth guide holders in the frame. Since the mouthpieces are installed so that they can be moved in the parallel direction, the distance between the excavation degrees is changed. In addition, the rod guide holder can be moved and fixed accordingly, and unlike the conventional anti-vibration device, the cutting rod interval is changed each time. It is extremely effective compared to having to prepare a device, so its practicality is great.
さ ら に軸受装置に よれば、 土中において回転部分に土 砂の浸入がな く 、 回転部分の円滑な回転を保持する こ と がで き る優れた効果があ る。 Furthermore, according to the bearing device, there is an excellent effect that sand does not infiltrate into the rotating part in the soil and the smooth rotation of the rotating part can be maintained.
OMPIOMPI
. WIPO . WIPO

Claims

- : - 2Γ - - - 補.正された請求の範囲 --: --2 Γ ---- Supplement. Corrected claims
(国際事務局により 1 980年 3月 25曰 ( 25 . 03 . 80) 受揮) 複数本のオー ガス ク リ ュ 一等の掘削 口 ッ ドに よ 同 時 複数の堅:穴を掘削し、 この堅穴内に.注人されるモ ル タ ル によ )地中に違続壁を形成するアー ス オーガに おいて、 モータ に連結した駆動軸に 2 つの駆動.ギヤを 適宜間隔で縦設してそれぞれの駆動ギ.ャに下端にォ一 ガ軸を接続する 出力軸に固設した出力ギヤを嚙合させ て 2 つのギヤ系列を形成する と と も に、 これ らギヤ系 列をそれぞれギヤボ ッ ク ス に内装軸承し、 上段 ( モー タ 側 ) ギヤ ボ ッ ク ス には上記駆動モー タ を載置す.る と と も に、 下段ギヤ ボ ッ ク スは上記駆動軸に'対し回転自 在に支承して上記両出力軸.間の間隔を可変き在と した 駆動部を形成し、 前記各出力軸は前記ホ ル ダにその出 力軸の離接方向に形成した長孔に揷通する と と も に、 こ の ホ ル ダ と前記ギ ヤ ボ ッ ク ス と を任意位置で固定す る 固定手段を設け、 前記駆動部の各出力軸にそれぞれ 掘削 ロ ッ ドを連結してなるアー スオー ガ。 (By the International Bureau, March 25, 1980 (25. 03. 80) Volunteer) Multiple August Cru First-class drilling ports at the same time Multiple hard holes were drilled. In this pit. (According to the pit-house) Two drives on the drive shaft connected to the motor in the earth auger that forms an interstitial wall in the ground. Then, connect the gauge shaft to the lower end of each drive gear, and combine the output gears fixed to the output shaft to form two gear series. The internal shaft is mounted on the axle, and the above drive motor is mounted on the upper (motor side) gearbox. In addition, the lower gearbox rotates with respect to the drive shaft. A drive unit is formed in which the distance between the two output shafts is variable, and each output shaft is formed in a long hole formed in the holder in the separation direction of the output shaft. In addition to passing through, a fixing means for fixing this holder and the gearbox at an arbitrary position is provided, and an excavation rod is connected to each output shaft of the drive unit. The Earth Oga.
. 一 22一 . 1 22 1
2. 駆動部のホ ル ダ背面に、 ガイ ドに よ ]3 芯規定 して ブ ラ ケ ッ ト を取外 し 自在に固定 し、 この ブラ ケ ッ ト に リ2. On the back of the holder of the drive unit, use a guide] 3 cores are specified, and the bracket is removed and fixed freely, and then the bracket is attached to this bracket.
.—ダマス ト のガイ ドパイ ブに係合されるス ラ イ ド金具 を固定した こ と を特徴とする支持装置を備えた特許請 求の範囲第 1 項記載のアースオ ーガ。 .— The earth auger described in paragraph 1 of the scope of the patent request with a support device characterized by a fixed slide fitting that engages with the damast's guide pipe.
3. 複数の掘削 π ッ ドの軸部に円筒体をそれぞれ回転自 在に外篏させ、 各円筒体の外周部に隣位の 円筒体に向 けて突起部を突設する と と も に、 この突起部に透孔を 上記握削 コ ッ ドの並設方向に複数穿設 し、 ^ 向する 3. Cylindrical bodies are rotated independently on the shafts of multiple excavated π-dos, and protrusions are projected from the outer periphery of each cylindrical body toward the adjacent cylindrical body. , Multiple through holes are drilled in this protrusion in the parallel direction of the above-mentioned gripping code, and the holes are oriented.
2 つの '突起部の透孔に違結具を ボ ル ト 等に ;: -. ; : t て各掘 ϋ 口 ッ ドの間隔 を一定な さ しめ る :: : し m 隔安定装置を儒えた特許請求の範囲 ^ 1 項記载の ァー ス 才 一ガ。 Put a tie in the through hole of the two'projections, etc. ;:-.;: t to keep the distance between each excavation mouth constant :::: Scope of claims ^ 1
4. リ ーダマ ス ト の下方部の前面に掘削 口 ッ ド案内枠を 装着し、 こ の案内枠に複数の掘削 口 ッ ド案内ホルダを 前記掘削 口 ッ ドの並設方向に移動'可能に取付けるよ う に した振れ止め装置を備えた特許請求の範囲第 1 項記 载のァ 一 ス 才 一ガ 。 4. An excavation opening guide frame is attached to the front of the lower part of the leader, and multiple excavation opening guide holders can be moved to this guide frame in the parallel direction of the excavation opening. Claims equipped with a steady rest device to be installed.
BAD on BAD on
5. 掘削 口 ッ ドの軸部外周胴部に所要幅の環状の凹部を - .形成 し、 軸方向.にシ一ル溝を形成 したシ ール受部材を 上記凹部の両端部に—体的に設げる と と も に、 オ イ ル レ スメ タ ル等軸受部材を内嵌し、 両端軸方向に シ ール 溝を形成 した固定軸受を上記シ ー ル受部材間に回勣自 在に篏合 し、 上記 シ —ル 受部材のシ ール溝と固定軸受 のシ ー ル溝 とが対向 して形成される シ ー ル室にシ ー ル リ ン ク'お よび 0 リ ング、 油脂からなる浮動シ ールを内 装 し、 シー ル受部材 と固定軸受の外周接合面に形成さ れた V形溝に 0 リ .ングを詼着して、 上記固定軸受を非 回転体に係合 し も し く は多連オ ーガにおいては同構造 の相隣る固定軸受に連結する よ う に した こ と を特镄と する軸受装置を備えた特許請求の範囲第 3—項記载のァ5. Bearing members with an annular recess of the required width formed on the outer peripheral body of the shaft of the excavation opening and a series groove formed in the axial direction are placed at both ends of the recess. A fixed bearing with a bearing member such as an oilless metal fitted inside and a seal groove formed in the axial direction at both ends is installed between the above seal receiving members. In the seal chamber formed by the above-mentioned seal receiving member and the seal groove of the fixed bearing facing each other, the seal link'and 0 ring , A floating seal made of oil and fat is installed, and a 0 ring is attached to the V-shaped groove formed on the outer peripheral joint surface of the seal receiving member and the fixed bearing, and the above fixed bearing is a non-rotating body. The scope of the patent claim is that the bearing device is equipped with a bearing device that is connected to the adjacent fixed bearing of the same structure in the case of multiple augers. Bearing
— ス 才 一ガ。 — Susai Ichiga.
PCT/JP1979/000292 1978-11-21 1979-11-14 Earth auger WO1980001087A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE7979901540T DE2965956D1 (en) 1978-11-21 1979-11-14 Earth auger

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
JP1978159443U JPS5716907Y2 (en) 1978-11-21 1978-11-21
JP15944478U JPS5576290U (en) 1978-11-21 1978-11-21
JP78/159442 1978-11-21
JP15944278U JPS5576238U (en) 1978-11-21 1978-11-21
JP15944678U JPS5576241U (en) 1978-11-21 1978-11-21
JP15944578U JPS5576240U (en) 1978-11-21 1978-11-21

Publications (1)

Publication Number Publication Date
WO1980001087A1 true WO1980001087A1 (en) 1980-05-29

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EP (1) EP0020779B1 (en)
DE (1) DE2965956D1 (en)
WO (1) WO1980001087A1 (en)

Cited By (4)

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Publication number Priority date Publication date Assignee Title
ES2430402A1 (en) * 2012-05-15 2013-11-20 Fº JAVIER PORRAS VILA Earth remover (Machine-translation by Google Translate, not legally binding)
CN107893627A (en) * 2017-12-12 2018-04-10 国网山东省电力公司龙口市供电公司 A kind of bar hole, which is bored, digs device
CN116988764A (en) * 2023-08-07 2023-11-03 河南锦源建设有限公司 Drilling grouting equipment for mining
CN117166912A (en) * 2023-11-03 2023-12-05 合肥工大共达工程检测试验有限公司 Bridge pile foundation drilling equipment

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EP0685603B1 (en) * 1993-12-10 2002-05-02 Chemical Grouting Company Ltd. Multi-shaft excavating device
ITTO20040458A1 (en) * 2004-07-06 2004-10-06 Soilmec Spa PROPELLER EQUIPMENT FOR THE EXCAVATION OF DIAPHRAGMS
JP6261066B2 (en) * 2013-08-02 2018-01-17 成幸利根株式会社 Multi-axis excavator
CN106065764B (en) * 2016-07-26 2019-03-22 昆明良工桩机制造有限公司 The construction method of the porous connection churn of long spire and porous the communication type cast-in-place concrete pile and bored concrete pile of production
JP7309665B2 (en) * 2020-07-02 2023-07-18 大成建設株式会社 Wing excavator and wall pile construction method

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JPS54112509A (en) * 1978-02-21 1979-09-03 Takenaka Komuten Co Variable pitch multispindle injection ground improving machine

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JPS53111602A (en) * 1977-03-10 1978-09-29 Takenaka Komuten Co Hydraulic multiple spindle earth auger
JPS54112509A (en) * 1978-02-21 1979-09-03 Takenaka Komuten Co Variable pitch multispindle injection ground improving machine

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2430402A1 (en) * 2012-05-15 2013-11-20 Fº JAVIER PORRAS VILA Earth remover (Machine-translation by Google Translate, not legally binding)
CN107893627A (en) * 2017-12-12 2018-04-10 国网山东省电力公司龙口市供电公司 A kind of bar hole, which is bored, digs device
CN107893627B (en) * 2017-12-12 2024-01-12 国网山东省电力公司龙口市供电公司 Rod pit drilling device
CN116988764A (en) * 2023-08-07 2023-11-03 河南锦源建设有限公司 Drilling grouting equipment for mining
CN116988764B (en) * 2023-08-07 2024-05-14 河南锦源建设有限公司 Drilling grouting equipment for mining
CN117166912A (en) * 2023-11-03 2023-12-05 合肥工大共达工程检测试验有限公司 Bridge pile foundation drilling equipment
CN117166912B (en) * 2023-11-03 2024-02-13 合肥工大共达工程检测试验有限公司 Bridge pile foundation drilling equipment

Also Published As

Publication number Publication date
EP0020779B1 (en) 1983-07-20
EP0020779A4 (en) 1981-03-24
DE2965956D1 (en) 1983-08-25
EP0020779A1 (en) 1981-01-07

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