JP2018066199A - Drilling sediment consolidation auger - Google Patents

Drilling sediment consolidation auger Download PDF

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JP2018066199A
JP2018066199A JP2016205785A JP2016205785A JP2018066199A JP 2018066199 A JP2018066199 A JP 2018066199A JP 2016205785 A JP2016205785 A JP 2016205785A JP 2016205785 A JP2016205785 A JP 2016205785A JP 2018066199 A JP2018066199 A JP 2018066199A
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blade
rod
auger
screw
screw blade
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JP6224803B1 (en
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要 仲山
Kaname Nakayama
要 仲山
秀明 仲山
Hideaki Nakayama
秀明 仲山
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Marunaka Co Ltd
Suntec Inc
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Marunaka Co Ltd
Suntec Inc
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Abstract

PROBLEM TO BE SOLVED: To provide a drilling sediment consolidation auger capable of drilling with an enlarged diameter to deal with a different drilling diameter with a single device and of reducing a manufacturing cost of the device.SOLUTION: In a drilling sediment consolidation auger 18, in the outer circumference of a rod 3 of an auger rod or an auger head, there is provided a consolidation blade 5 as a trowel part in an arc shape that has a curvature pressing face protruding outward from the outer circumference of the rod 3 to the outer edge position of a screw blade 1 as a side. The consolidation blade 5 is combined with the screw blade 1 arranged in the rod 3 side by side, and the curvature pressing face of the side protrudes outward from the peripheral surface of the rod to the outer edge position of the screw blade 1. An enlarged diameter adjustment member by a spacer 17 is arranged in the consolidation blade 5, and the enlarged diameter adjustment member by a small blade 20 is arranged in the screw blade 1.SELECTED DRAWING: Figure 1

Description

本発明は、一般ゴミ、産業廃棄物、焼却灰、一般土等を効率よく孔壁に填圧させることができる掘削土砂圧密形オーガに関するものである。   The present invention relates to an excavated earth and sand compacted auger capable of efficiently packing ordinary garbage, industrial waste, incinerated ash, general earth, and the like into a hole wall.

掘削した土砂のすべてを地上に排出するのではなく、その一部または大部分を孔壁に圧密すれば土砂排出の手間が省けるばかりでなく、孔壁の崩壊も防止でき、また、掘削時の摩擦抵抗も減少するので大深度の掘削が可能となり、かつ、地盤中に玉石や転石があっても掘削に必要な刃先部の面圧を随時に意識調整しながら連続した掘削が可能となる。   Rather than discharging all of the excavated earth and sand to the ground, compacting part or most of it to the hole wall not only saves the time and effort of discharging the earth and sand, but also prevents the hole wall from collapsing. Since the frictional resistance is reduced, deep excavation is possible, and even if there are cobblestones or rolling stones in the ground, continuous excavation is possible while adjusting the surface pressure of the cutting edge necessary for excavation as needed.

また、これをすでに満杯となりつつある廃棄物処分場で行った場合には廃棄物処分場にすでに捨てられたゴミ等を地上に出すことなく孔を造成でき、造成した孔に新たに充填するゴミ(もしくはゴミと土砂)はこれも孔壁に圧密され、かつ孔底に順次填圧されるので、限られた縦穴スペースに大容量のものを埋めることができる。   In addition, when this is done at a waste disposal site that is already full, it is possible to create a hole without putting the waste already discarded at the waste disposal site onto the ground, and the newly filled waste is filled with garbage. (Or dust and earth and sand) are also consolidated into the hole wall and sequentially filled into the hole bottom, so that a large capacity can be filled in a limited vertical hole space.

下記特許文献は発明者が先に出願し、掘削土砂圧密形オーガとして特許を取得したもので、図12に示すように、掘削土砂圧密形オーガ18は通常のオーガと同じく、ロッド3とその先端のオーガヘッド12とからなり、ロッド3は重機のリーダーマストのトップシーブから昇降自在に吊り下がる駆動装置2に結合して正逆回転自在に垂下する。
特許第3060045号公報 特許第5976723号公報
The following patent document was filed by the inventor first and obtained a patent as an excavated earth and sand compacted auger. As shown in FIG. 12, an excavated earth and sand consolidated auger 18 has a rod 3 and its tip as in a normal auger. The auger head 12 and the rod 3 are coupled to a drive device 2 that can be lifted and lowered from a top sheave of a leader mast of a heavy machine, and hang down freely in a forward and reverse direction.
Japanese Patent No. 3060045 Japanese Patent No. 5976723

前記ロッド3は通常のアースオーガ等と同じくピース物として継ぎ足し可能であり、オーガヘッド12を下端に接続する第1ロッド3a、その上に接続する第2ロッド3b、さらにその上に接続する第3ロッド3cの組合せである。なお、ピースの数はこれに限定されるものではない。   The rod 3 can be added as a piece like a normal earth auger or the like, and a first rod 3a connecting the auger head 12 to the lower end, a second rod 3b connecting it, and a third rod connecting it. This is a combination of rods 3c. The number of pieces is not limited to this.

前記第3ロッド3cはスクリュー羽根1だけを設けた通常のロッドであり、オーガヘッド12を下端に接続する第1ロッド3a、その上に接続する第2ロッド3bは掘削土砂圧密形オーガの特徴としてロッドの外周に外方に張り出す湾曲押圧面4を側面とした厚肉フランジ状のコテ部による圧密翼5を螺旋状に上昇するように設けた。   The third rod 3c is a normal rod provided with only the screw blades 1, and the first rod 3a connecting the auger head 12 to the lower end and the second rod 3b connected on the third rod 3c are features of the excavated sediment compacted auger. On the outer periphery of the rod, a compacted wing 5 having a thick flange-shaped iron part with a curved pressing surface 4 projecting outward was provided so as to spirally rise.

圧密翼5はロッド3の外周からの左右両端の突出側面が必ず円弧形状である。図示の例では圧密翼5は湾曲押圧面4が全体で円弧状になるように形成した。図中11は孔壁である。なお、この圧密翼5は中空のドラムタイプのものでよい圧密翼5はオーガロッド3の外周からの左右両端の突出側面が必ず円弧形状で、湾曲押圧面4が全体で円弧状になるように形成した。   In the compacting blade 5, the projecting side surfaces on both the left and right sides from the outer periphery of the rod 3 always have an arc shape. In the illustrated example, the compacting blade 5 is formed so that the curved pressing surface 4 has a circular arc shape as a whole. In the figure, 11 is a hole wall. The compacting blade 5 may be of a hollow drum type. The compacting blade 5 is such that the left and right projecting side surfaces from the outer periphery of the auger rod 3 are always arc-shaped and the curved pressing surface 4 is arc-shaped as a whole. Formed.

また、圧密翼5はロッド3に設けるスクリュー羽根1と並ぶように組合わせ、側面の湾曲押圧面4はロッド3の周面からスクリュー羽根1の外縁位置まで外方に張り出すようにした。1.5〜2.0ピッチの旋回をもってこの圧密翼5を設けた。   Further, the compacted blades 5 were combined so as to be aligned with the screw blades 1 provided on the rod 3, and the curved pressing surface 4 on the side surface protruded outward from the peripheral surface of the rod 3 to the outer edge position of the screw blades 1. The compacted blade 5 was provided with a 1.5 to 2.0 pitch turn.

スクリュー羽根1によって搬送される土砂はロッド3の正転にともなう圧密翼5の旋回による揚上作用によって上方に移送されるが、この移送の際に圧密翼5の湾曲押圧面4で外側に押し出され、孔壁に圧密される。   The earth and sand conveyed by the screw blades 1 are transported upward by the lifting action by the swiveling of the compacting blade 5 accompanying the forward rotation of the rod 3, and are pushed outward by the curved pressing surface 4 of the compacting blade 5 during this transport. And consolidated into the hole wall.

また、ロッド3を逆転させる場合にはこの圧密翼5が土砂の下降作用を行うことになるが、その場合でも移送の際に圧密翼5の湾曲押圧面4で外側に正転と逆転を適宜組み合わせることで孔壁への圧密を効果的に行い、地上への排土量を減じ、または無くすことができる。   Further, when the rod 3 is rotated in the reverse direction, the compacting blade 5 performs the earth and sand descending action. Even in this case, the forward and reverse rotations are appropriately performed on the outer side by the curved pressing surface 4 of the compacting blade 5 during the transfer. By combining them, it is possible to effectively consolidate the hole wall and reduce or eliminate the amount of soil discharged to the ground.

さらに、前記特許文献2では圧密翼5は外周部先端を分割体5aとし、これをコテ部本体5bに対してボルト、ピンもしくは溶接で交換可能に結合した。   Further, in Patent Document 2, the compacted blade 5 has a split body 5a at the outer peripheral end, and this is joined to the iron part main body 5b in a replaceable manner by bolts, pins or welding.

これにより、圧密翼5の特に磨耗し易い外周部先端のみを交換できるので、経済的な補修が得られる。また、地中の詰まり具合によってはセットされた内の数枚のコテ部外周を外して、抵抗に対する調整も可能となる。   Thereby, since only the front-end | tip of the outer peripheral part which is especially easy to wear of the compacting blade 5 can be replaced | exchanged, economical repair is obtained. Further, depending on the degree of clogging in the ground, it is possible to adjust the resistance by removing the outer periphery of several of the set irons.

前記特許文献1や特許文献2の掘削土砂圧密形オーガは1つの掘削径しか選択できないもので、掘削径が異なる場合はその径毎に各々製作しなければならず、コスト高となっていた。   The excavated earth and sand compacted auger of Patent Document 1 and Patent Document 2 can select only one excavation diameter, and when the excavation diameters are different, each excavation diameter has to be manufactured, resulting in high cost.

なお、特許文献2では圧密翼5は外周部先端を分割体5aとし、これをコテ部本体5bに対してボルト、ピンもしくは溶接で交換可能としているが、これは磨耗した時の交換としての構成であり、1台で異なる掘削径に対応できるものではない。   In Patent Document 2, the tip of the consolidated blade 5 is divided into a split body 5a at the tip of the outer periphery, and this can be replaced with the iron body 5b by bolts, pins, or welding, but this is a configuration for replacement when worn. It is not possible to cope with different excavation diameters with one unit.

本発明の目的は前記従来例の不都合を解消し、1台の装置で異なる掘削径に対応できるように拡径掘削可能なもので、装置製作のコストを低減できる掘削土砂圧密形オーガを提供することにある。   An object of the present invention is to provide an excavated earth and sand compacted auger that can eliminate the disadvantages of the above-described conventional example and can expand the diameter of the excavation so as to cope with different excavation diameters with a single device, and can reduce the cost of manufacturing the device. There is.

前記目的を達成するため請求項1記載の本発明は、オーガロッドまたはオーガヘッドのロッドの外周に該ロッドの外周からスクリュー羽根外縁位置まで外方に張り出す湾曲押圧面を側面とした円弧形状のコテ部としての圧密翼を設ける掘削土砂圧密形オーガにおいて、圧密翼はロッドに設けるスクリュー羽根と並ぶように組合わせ、側面の湾曲押圧面はロッド周面からスクリュー羽根の外縁位置まで外方に張り出すもので、圧密翼にスペーサーによる拡径調整用部材を設け、また、スクリュー羽根に小羽根による拡径調整用部材を突設したことを要旨とするものである。   In order to achieve the above object, the present invention according to claim 1 is an arcuate shape having a curved pressing surface projecting outward from an outer periphery of the auger rod or an auger head rod to an outer edge position of the screw blade. In the excavated earth and sand compacted auger provided with a compacted blade as the iron part, the compacted blade is combined so that it is aligned with the screw blade provided on the rod, and the curved pressing surface on the side is extended outward from the rod peripheral surface to the outer edge position of the screw blade. The gist of the present invention is that the consolidation blade is provided with a member for adjusting the diameter expansion by a spacer, and the screw blade is provided with a member for adjusting the diameter expansion by a small blade.

請求項1記載の本発明によれば、圧密翼とスクリュー羽根とに拡径調整用部材を設けることで、例えば掘削径を通常のものから+600程度拡径したものとすることができる。   According to the first aspect of the present invention, by providing the expansion blade adjustment member on the compacting blade and the screw blade, for example, the excavation diameter can be increased by about +600 from the normal one.

また、圧密翼とスクリュー羽根とのいずれか1方のみでなく、双方に設けることで、スクリュー羽根によって搬送される土砂はロッドの正転にともなう圧密翼5の旋回による揚上作用によって上方に移送され、この移送の際に圧密翼の湾曲押圧面で外側に押し出され、孔壁に圧密されるという協働を阻害することはない。   Also, by providing not only one of the compacted blade and the screw blade but also both, the earth and sand transported by the screw blade is transferred upward by the lifting action by the swiveling of the compacted blade 5 accompanying the forward rotation of the rod. In this transfer, it does not hinder the cooperation of being pushed outward by the curved pressing surface of the consolidation blade and being consolidated by the hole wall.

請求項2記載の本発明は、圧密翼に設ける拡径調整用部材は、ロッドに形成する台座と圧密翼本体部との間に介在させる板状スペーサーであることを要旨とするものである。   The gist of the present invention described in claim 2 is that the diameter expansion adjusting member provided on the compacting blade is a plate-like spacer interposed between the base formed on the rod and the compacting blade main body.

請求項2記載の本発明によれば、圧密翼の作用を阻害しないで簡単かつ確実に拡径調整できるスペーサーとして台座と圧密翼本体部との間に介在させる板状スペーサーを選択するもので、この板状スペーサーは厚さの異なるものを数種準備することで、数段階の拡径が可能となる。   According to the second aspect of the present invention, a plate-like spacer interposed between the pedestal and the compacted blade main body is selected as a spacer that can be easily and reliably adjusted in diameter without impeding the action of the consolidated blade. By preparing several plate spacers having different thicknesses, the diameter can be expanded in several stages.

請求項3記載の本発明は、圧密翼の径を拡径するは固定部の割合が50%以下とし、変化する部分を50%以上とすることを要旨とするものである。   The gist of the present invention described in claim 3 is that the diameter of the consolidated blade is increased, but the ratio of the fixed portion is 50% or less, and the changing portion is 50% or more.

請求項3記載の本発明によれば、圧密翼の径を大きく変化させるには固定部の割合が50%以下とし、変化する部分を50%以上とすることにより、なだらかな土の移動が可能となり、効率の良い圧密翼となる。   According to the third aspect of the present invention, in order to greatly change the diameter of the consolidated blade, the ratio of the fixed portion is set to 50% or less, and the changing portion is set to 50% or more, so that the soil can be moved smoothly. Thus, an efficient consolidated blade is obtained.

請求項4記載の本発明は、スクリュー羽根に設ける拡径調整用部材は、スクリュー羽根の外縁からスクリュー羽根の延設として突出する小羽根であり、適宜間隔でスクリュー羽根に設けることを要旨とするものである。   The gist of the present invention described in claim 4 is that the member for adjusting the diameter expansion provided on the screw blade is a small blade protruding as an extension of the screw blade from the outer edge of the screw blade, and is provided on the screw blade at an appropriate interval. Is.

請求項4記載の本発明によれば、拡径調整用部材としての小羽根はスクリュー羽根の外縁からスクリュー羽根の延設として突出するので、スクリュー羽根の土砂搬送作用を損なうことなく、拡径掘削が可能である。また、小羽根相互の間隔から漏れる土は圧密翼で圧密されるので支障はない。   According to the fourth aspect of the present invention, the small blade as the member for adjusting the diameter expansion protrudes from the outer edge of the screw blade as an extension of the screw blade. Is possible. Moreover, since the soil leaking from the space between the small blades is consolidated by the consolidated blade, there is no problem.

請求項5記載の本発明は、スクリュー羽根に設ける拡径調整用部材は、スクリュー羽根に凹状ホルダーを形成し、このホルダーに小羽根根元部を嵌合しかつボルト止めしてなることを要旨とするものである。   The gist of the present invention according to claim 5 is that the diameter-adjustment adjusting member provided on the screw blade is formed by forming a concave holder on the screw blade, fitting the small blade root portion to the holder, and bolting. To do.

請求項5記載の本発明によれば、スクリュー羽根に設ける拡径調整用部材としての小羽根は取替え可能なものであり、大きさを選択することで数段階の拡径に簡単に対応できる。   According to the fifth aspect of the present invention, the small blade as the diameter expansion adjusting member provided on the screw blade is replaceable, and can easily cope with several stages of diameter expansion by selecting the size.

以上述べたように本発明の掘削土砂圧密形オーガは、1台の装置で異なる掘削径に対応できるように拡径掘削可能なもので、装置製作のコストを低減できるものである。   As described above, the excavated earth and sand compacted auger of the present invention can be expanded in diameter so that a single apparatus can cope with different excavation diameters, and can reduce the cost of manufacturing the apparatus.

以下、図面について本発明の実施の形態を詳細に説明する。図1は本発明の掘削土砂圧密形オーガの1実施例を示す正面図で、図12と同一構成要素には同一参照符号を付したものである。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 is a front view showing an embodiment of the excavated earth and sand compacted auger according to the present invention, in which the same components as those in FIG.

図中3は土砂圧密形オーガ18のオーガロッドであるが、図12に示すように土砂圧密形オーガ18はロッド3とその先端のオーガヘッド12とからなり、ロッド3は重機のリーダーマストのトップシーブから昇降自在に吊り下がる駆動装置2に結合して正逆回転自在に垂下するものである。   In the figure, reference numeral 3 denotes an auger rod of the earth and sand compacted auger 18. As shown in FIG. 12, the earth and sand compacted auger 18 is composed of a rod 3 and an auger head 12 at the tip thereof, and the rod 3 is the top of a leader mast of a heavy machine. It couple | bonds with the drive device 2 suspended so that raising / lowering is possible from a sheave, and hang | suspends freely so that forward / reverse rotation is possible.

ロッド3は通常のアースオーガ等と同じくピース物として継ぎ足し可能であり、オーガヘッド12を下端に接続する第1ロッド3a、その上に接続する第2ロッド3b、さらにその上に接続する第3ロッド3cの組合せである。なお、ピースの数はこれに限定されるものではない。   The rod 3 can be added as a piece, like a normal earth auger, etc., the first rod 3a connecting the auger head 12 to the lower end, the second rod 3b connecting on it, and the third rod connecting on it. It is a combination of 3c. The number of pieces is not limited to this.

前記第3ロッド3cはスクリュー羽根1だけを設けた通常のロッドであり、オーガヘッド12を下端に接続する第1ロッド3a、その上に接続する第2ロッド3bはロッドの外周に外方に張り出す湾曲押圧面4を側面とした厚肉フランジ状のコテ部による圧密翼5を螺旋状に上昇するように設けた。   The third rod 3c is a normal rod provided with only the screw blade 1, and the first rod 3a connecting the auger head 12 to the lower end and the second rod 3b connected on the third rod 3c are stretched outward on the outer periphery of the rod. A consolidated blade 5 having a thick flange-shaped iron part with the curved pressing surface 4 to be provided as a side surface is provided so as to rise spirally.

圧密翼5はロッド3に設けるスクリュー羽根1と並ぶように組合わせ、側面の湾曲押圧面4はロッド3の周面からスクリュー羽根1の外縁位置まで外方に張り出す。   The compacting blades 5 are combined so as to be aligned with the screw blades 1 provided on the rod 3, and the curved pressing surface 4 on the side surface projects outward from the peripheral surface of the rod 3 to the outer edge position of the screw blades 1.

図示の例ではスクリュー羽根1が1ピッチ旋回したところでコテ部としての圧密翼5を設けるようにしたが、1.5〜2.0ピッチの旋回をもってこの圧密翼5を設けるようにしてもよい。   In the illustrated example, the compacted blade 5 is provided as the iron portion when the screw blade 1 is turned by one pitch. However, the sealed blade 5 may be provided with a turn of 1.5 to 2.0 pitch.

圧密翼5は、図7に示すようにロッド3の外周に横向き腰掛け状の台座14を取付け、図8に示すようにこの台座14の平坦面に円弧形状のコテ部本体5cの平坦底面を接合して、台座14の平坦面から突設するピン15と4隅近辺に穿設するボルト孔に挿通するボルト16とで固定して構成する。   As shown in FIG. 7, the compacting blade 5 has a laterally seated pedestal 14 attached to the outer periphery of the rod 3, and a flat bottom surface of the arcuate iron body 5 c is joined to the flat surface of the pedestal 14 as shown in FIG. 8. And it fixes and comprises with the pin 15 which protrudes from the flat surface of the base 14, and the volt | bolt 16 which penetrates the bolt hole drilled in the four corner vicinity.

そして拡径調整用部材として図10に示す板状スペーサー17を台座14と圧密翼本体部との間に介在させた。   A plate-like spacer 17 shown in FIG. 10 was interposed between the pedestal 14 and the consolidated blade main body as a member for adjusting the diameter expansion.

板状スペーサー17は鋼製で、台座14の平坦面と同じ形状の輪郭を有し、中央に矩形の孔が、4隅近辺ボルト孔がある。   The plate-like spacer 17 is made of steel, has the same shape as the flat surface of the pedestal 14, has a rectangular hole at the center, and has bolt holes near the four corners.

この板状スペーサー17は、厚さの異なるものを数種(t25、t50、t100相当)準備する。   Several types of plate-like spacers 17 (thicknesses corresponding to t25, t50, and t100) having different thicknesses are prepared.

このようにして、圧密翼5は板状スペーサー17を介在させることで、高さが可変となり、拡径掘削に対応できるものとなる。   In this way, the height of the compacted blade 5 is variable by interposing the plate-like spacer 17, so that it can cope with diameter-expanded excavation.

なお、圧密翼5の径を拡径するは固定部(台座14)の割合が50%以下とし、変化する部分(板状スペーサー17およびコテ部本体5c)を50%以上とするのが好ましい。   In order to increase the diameter of the consolidated blade 5, it is preferable that the ratio of the fixed portion (the pedestal 14) is 50% or less, and the changing portions (the plate spacer 17 and the iron portion main body 5c) are 50% or more.

また、図11に示すようにスクリュー羽根1には拡径調整用部材としての小羽根20をスクリュー羽根1の外縁から延設として突出させる。   Further, as shown in FIG. 11, a small blade 20 as a diameter expansion adjusting member is projected from the outer edge of the screw blade 1 to the screw blade 1.

スクリュー羽根1は一部を切欠いてここに凹状ホルダー19を120°間隔で等間隔に取付け、前記小羽根20はこのホルダー19に根元部20aを嵌合しかつボルト21でボルト止めしてなる。   A part of the screw blade 1 is cut out, and concave holders 19 are attached thereto at equal intervals of 120 °. The small blade 20 is formed by fitting a root portion 20a to the holder 19 and bolting with a bolt 21.

根元部20aを有する小羽根20は扇形であり、スクリュー羽根1の上面と上面位置を合致させ、スクリュー羽根1の面上には出っ張らないようにする。   The small blade 20 having the root portion 20 a has a fan shape, and the upper surface of the screw blade 1 is matched with the upper surface position so as not to protrude on the surface of the screw blade 1.

小羽根20は根元部20aを除いて大きさの異なるものを複数種用意し、ボルト21でスクリュー羽根1に着脱する。   Plural kinds of small blades 20 having different sizes except for the root portion 20 a are prepared and attached to the screw blades 1 with bolts 21.

図4〜図6はロッドの先端に結合するオーガヘッド12であり、これも同じくロッド(回転軸)3に設けたスクリュー羽根1と並ぶようして圧密翼5がスクリュー羽根1の外縁位置まで外方に張り出すもので、圧密翼5にスペーサー17による拡径調整用部材を設け、また、スクリュー羽根1に小羽根20による拡径調整用部材を突設した。   4 to 6 show an auger head 12 that is coupled to the tip of the rod, which is also aligned with the screw blade 1 provided on the rod (rotary shaft) 3 so that the compacting blade 5 is moved to the outer edge position of the screw blade 1. A member for adjusting the diameter expansion by the spacer 17 is provided on the compacting blade 5, and a member for adjusting the diameter expansion by the small blade 20 is provided on the screw blade 1.

なお、オーガヘッド12はこのように拡径する場合の他、このような拡径調整用部材を設けない場合もある。   The auger head 12 may not be provided with such a member for adjusting the diameter, in addition to the case where the diameter is increased in this way.

このようにして、本発明の土砂圧密形オーガ18は圧密翼5にスペーサー17による拡径調整用部材を設け、また、スクリュー羽根1に小羽根20による拡径調整用部材を突設したので、通常の掘削径Dよりも+600程拡径が可能となる。   In this way, the earth and sand compacted auger 18 of the present invention is provided with a member for adjusting the diameter expansion by the spacer 17 on the compacting blade 5 and a member for adjusting the diameter expansion by the small blade 20 on the screw blade 1, so that The diameter can be increased by about +600 from the normal excavation diameter D.

そして、これらスペーサー17や小羽根20の大きさの異なるものの選択で、1本のオーガで50mm単位、11種の構成が可能となる。   By selecting different spacers 17 and small blades 20 of different sizes, one auger can be configured in units of 50 mm and 11 types.

本発明の掘削土砂圧密形オーガの1実施例を示す正面図である。It is a front view which shows one Example of the excavation earth and sand compaction type auger of this invention. 本発明の掘削土砂圧密形オーガの圧密翼の説明図である。It is explanatory drawing of the consolidation wing | blade of the excavation earth and sand compaction type auger of this invention. 本発明の掘削土砂圧密形オーガのスクリュー羽根の説明図である。It is explanatory drawing of the screw blade | wing of the excavation earth compaction type auger of this invention. 本発明の掘削土砂圧密形オーガのオーガヘッドの正面図である。It is a front view of the auger head of the excavation soil compaction type auger of this invention. 本発明の掘削土砂圧密形オーガのオーガヘッドの平面図である。It is a top view of the auger head of the excavation soil compaction type auger of this invention. 本発明の掘削土砂圧密形オーガのオーガヘッドの底面図である。It is a bottom view of the auger head of the excavation earth compaction type auger of this invention. 本発明の掘削土砂圧密形オーガのロッドの台座を示す斜視図である。It is a perspective view which shows the base of the rod of the excavation earth and sand compaction type auger of this invention. 本発明の掘削土砂圧密形オーガの圧密翼の拡径前の説明図である。It is explanatory drawing before diameter expansion of the consolidation wing | blade of the excavation earth consolidation type auger of this invention. 本発明の掘削土砂圧密形オーガの圧密翼の拡径後の斜視図である。It is a perspective view after diameter expansion of the consolidation wing | blade of the excavation earth and sand consolidation type auger of this invention. 使用するスペーサーの斜視図である。It is a perspective view of the spacer to be used. 本発明の掘削土砂圧密形オーガのスクリュー羽根の説明図である。It is explanatory drawing of the screw blade | wing of the excavation earth compaction type auger of this invention. 従来例を示す正面である。It is the front which shows a prior art example.

1…スクリュー羽根
2…駆動装置
3…ロッド
3a…第1ロッド
3b…第2ロッド
3c…第3ロッド
4…湾曲押圧面
5…コテ部
5a…分割体
5b…本体
11…孔壁
12…オーガヘッド
14…台座
15…ピン
16…ボルト
17…スペーサー
18…掘削土砂圧密形オーガ
19…ホルダー
20…小羽根
20a…根元部
21…ボルト
DESCRIPTION OF SYMBOLS 1 ... Screw blade 2 ... Drive apparatus 3 ... Rod 3a ... 1st rod 3b ... 2nd rod 3c ... 3rd rod 4 ... Curve pressing surface 5 ... Iron part 5a ... Divided body 5b ... Main body 11 ... Hole wall 12 ... Auger head 14 ... pedestal 15 ... pin 16 ... bolt 17 ... spacer 18 ... excavated earth and sand compacted auger 19 ... holder 20 ... small blade 20a ... root portion 21 ... bolt

Claims (5)

オーガロッドまたはオーガヘッドのロッドの外周に該ロッドの外周からスクリュー羽根外縁位置まで外方に張り出す湾曲押圧面を側面とした円弧形状のコテ部としての圧密翼を設ける掘削土砂圧密形オーガにおいて、圧密翼はロッドに設けるスクリュー羽根と並ぶように組合わせ、側面の湾曲押圧面はロッド周面からスクリュー羽根の外縁位置まで外方に張り出すもので、圧密翼にスペーサーによる拡径調整用部材を設け、また、スクリュー羽根に小羽根による拡径調整用部材を突設したことを特徴とする掘削土砂圧密形オーガ。   In the excavation earth and sand compacting auger provided with a compacting blade as an arc-shaped trowel part with a curved pressing surface projecting outward from the outer periphery of the auger rod or the auger head rod to the outer edge position of the screw blade, The compacting blade is combined with the screw blades provided on the rod, and the curved curved pressing surface projects outward from the rod peripheral surface to the outer edge position of the screw blades. An excavated sediment compacted auger characterized in that a screw blade is provided with a member for adjusting a diameter expansion by a small blade. 圧密翼に設ける拡径調整用部材は、ロッドに形成する台座と圧密翼本体部との間に介在させる板状スペーサーである請求項1記載の掘削土砂圧密形オーガ。   2. The excavated sediment compacted auger according to claim 1, wherein the diameter expansion adjusting member provided on the consolidated blade is a plate-like spacer interposed between a base formed on the rod and the consolidated blade main body. 圧密翼の径を拡径するは固定部の割合が50%以下とし、変化する部分を50%以上とする請求項1記載の掘削土砂圧密形オーガ。   2. The excavated sediment compacted auger according to claim 1, wherein the diameter of the consolidated blade is increased so that the ratio of the fixed portion is 50% or less and the changing portion is 50% or more. スクリュー羽根に設ける拡径調整用部材は、スクリュー羽根の外縁からスクリュー羽根の延設として突出する小羽根であり、適宜間隔でスクリュー羽根に設ける請求項1ないし請求項3記載の掘削土砂圧密形オーガ。   4. The excavated sediment compacted auger according to claim 1, wherein the member for adjusting the diameter expansion provided on the screw blade is a small blade protruding as an extension of the screw blade from the outer edge of the screw blade, and provided on the screw blade at an appropriate interval. . スクリュー羽根に設ける拡径調整用部材は、スクリュー羽根に凹状ホルダーを形成し、このホルダーに小羽根根元部を嵌合しかつボルト止めしてなる請求項4記載の掘削土砂圧密形オーガ。   5. The excavated sediment compacted auger according to claim 4, wherein the member for adjusting the diameter expansion provided on the screw blade is formed with a concave holder on the screw blade, and a small blade root portion is fitted to the holder and bolted.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021139272A (en) * 2020-03-05 2021-09-16 浙大城市学院 Drilling machine used in pile foundation works
JP7073028B1 (en) * 2021-10-27 2022-05-23 株式会社エスエスティー協会 Ground restoration auger and ground restoration method
JP7393775B1 (en) 2023-03-27 2023-12-07 前田製管株式会社 Excavation soil consolidation type screw

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109138834B (en) * 2018-11-21 2020-04-07 河南理工大学 Deep well soft coal rock spiral drilling method

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4496011A (en) * 1981-09-22 1985-01-29 Dnepropetrovsky Inzhenerno-Stroitelny Institut Tool for forming earth holes having fixed walls and method therefor
JPS63194995U (en) * 1987-05-29 1988-12-15
JPH02108724A (en) * 1988-10-14 1990-04-20 Takechi Koumushiyo:Kk Enlarged-dia. hole drilling method and enlarged-dia. knot piling method
JPH06146785A (en) * 1992-11-04 1994-05-27 Kido Gijutsu Kenkyusho:Kk Driving method and device therefor
JPH07305587A (en) * 1994-05-13 1995-11-21 Sun Tec:Kk Consolidation type auger screw for drilled earth
JPH08291683A (en) * 1995-04-21 1996-11-05 Sun Tec:Kk Excavated earth and sand consolidated auger
JPH09203040A (en) * 1996-01-26 1997-08-05 Ando Corp Prefabricated pile elimination method and pile crushing head making use of same method
JP2000179272A (en) * 1998-12-14 2000-06-27 Suzuki Giken Kogyo Kk Auger screw and excavating method using the same
JP2002356846A (en) * 2001-06-01 2002-12-13 Giken Seisakusho Co Ltd Diameter-widened pile and method for forming the same
JP2003003455A (en) * 2001-06-25 2003-01-08 Sumitomo Constr Co Ltd Compaction method of ground
JP2015229872A (en) * 2014-06-05 2015-12-21 株式会社サンテック Excavated sediment consolidation-type auger

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4496011A (en) * 1981-09-22 1985-01-29 Dnepropetrovsky Inzhenerno-Stroitelny Institut Tool for forming earth holes having fixed walls and method therefor
JPS63194995U (en) * 1987-05-29 1988-12-15
JPH0444706Y2 (en) * 1987-05-29 1992-10-21
JPH02108724A (en) * 1988-10-14 1990-04-20 Takechi Koumushiyo:Kk Enlarged-dia. hole drilling method and enlarged-dia. knot piling method
JPH06146785A (en) * 1992-11-04 1994-05-27 Kido Gijutsu Kenkyusho:Kk Driving method and device therefor
JPH07305587A (en) * 1994-05-13 1995-11-21 Sun Tec:Kk Consolidation type auger screw for drilled earth
JPH08291683A (en) * 1995-04-21 1996-11-05 Sun Tec:Kk Excavated earth and sand consolidated auger
JPH09203040A (en) * 1996-01-26 1997-08-05 Ando Corp Prefabricated pile elimination method and pile crushing head making use of same method
JP2000179272A (en) * 1998-12-14 2000-06-27 Suzuki Giken Kogyo Kk Auger screw and excavating method using the same
JP2002356846A (en) * 2001-06-01 2002-12-13 Giken Seisakusho Co Ltd Diameter-widened pile and method for forming the same
JP2003003455A (en) * 2001-06-25 2003-01-08 Sumitomo Constr Co Ltd Compaction method of ground
JP2015229872A (en) * 2014-06-05 2015-12-21 株式会社サンテック Excavated sediment consolidation-type auger

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021139272A (en) * 2020-03-05 2021-09-16 浙大城市学院 Drilling machine used in pile foundation works
JP7073028B1 (en) * 2021-10-27 2022-05-23 株式会社エスエスティー協会 Ground restoration auger and ground restoration method
JP7393775B1 (en) 2023-03-27 2023-12-07 前田製管株式会社 Excavation soil consolidation type screw

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