JP3586844B2 - Stirrer / mixer with widening bit - Google Patents

Stirrer / mixer with widening bit Download PDF

Info

Publication number
JP3586844B2
JP3586844B2 JP07444495A JP7444495A JP3586844B2 JP 3586844 B2 JP3586844 B2 JP 3586844B2 JP 07444495 A JP07444495 A JP 07444495A JP 7444495 A JP7444495 A JP 7444495A JP 3586844 B2 JP3586844 B2 JP 3586844B2
Authority
JP
Japan
Prior art keywords
rod
outer pipe
stirring
widening bit
bit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP07444495A
Other languages
Japanese (ja)
Other versions
JPH08246447A (en
Inventor
久雄 伊藤
祥三 鈴木
正文 斉藤
総一郎 臼田
州康 岡村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyu Construction Co Ltd
Koken Boring Machine Co Ltd
Original Assignee
Tokyu Construction Co Ltd
Koken Boring Machine 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
Application filed by Tokyu Construction Co Ltd, Koken Boring Machine Co Ltd filed Critical Tokyu Construction Co Ltd
Priority to JP07444495A priority Critical patent/JP3586844B2/en
Publication of JPH08246447A publication Critical patent/JPH08246447A/en
Application granted granted Critical
Publication of JP3586844B2 publication Critical patent/JP3586844B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • 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
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/76Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
    • 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
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • E02D5/803Ground anchors with pivotable anchoring members

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Piles And Underground Anchors (AREA)
  • Earth Drilling (AREA)

Description

【0001】
【産業上の利用分野】
本発明は地盤改良工法、ソイルセメント合成杭工法、トンネル先受工法、アンカー工法、山留工法等に適用できる、拡幅ビットを備えた撹拌混合装置に関する。
【0002】
【従来の技術】
例えばソイルセメント等の固結材を地中に注入しながら削孔・撹拌して異径の柱状体を構築する際、撹拌径の調整が可能な撹拌混合装置が用いられる。この種の撹拌混合装置は回転軸の先端部に拡縮可能な撹拌翼を具備している。撹拌翼の拡縮手段としては、回転軸を二重に構成し、内軸先端に撹拌翼の一端を軸支すると共に、撹拌翼の自由端と外軸の間をリンク材で軸支し、内軸と外軸を相対的に摺動させることで撹拌翼の拡縮量を調節できるパンタグラフ方式が知られている。
【0003】
【発明が解決しようとする問題点】
施工性の向上を図るには回転軸に打撃力も加えることが望ましいが、パンタグラフ方式も含めてこれまでの撹拌混合装置は回転軸に打撃力を加えると撹拌翼が閉翼したり、リンク自身やリンクの軸支箇所が破損することから、回転のみの付与に限定され、施工効率の低さが指摘されている。そのため、施工対象地盤が硬質化する程作業時間が長くかかるだけでなく、岩盤等の削孔効率が極めて低い対象地盤においては施工が見送られる場合もある。
【0004】
【本発明の目的】
本発明は以上の点に鑑みて成されたもので、その目的とするところは回転力と打撃力を加えて削孔効率の向上が図れる、拡幅ビットを備えた撹拌混合装置を提供することにある。
さらに本発明は、軟弱地盤から硬質地盤までの広範囲の地盤に適応できる、拡幅ビットを備えた撹拌混合装置を提供することを目的とする。
さらに本発明は、各種工法への適用範囲が広い、拡幅ビットを備えた撹拌混合装置を提供することを目的とする。
【0005】
【問題点を解決するための手段】
すなわち本発明は、ロッドに回転と打撃を付与して削孔する撹拌混合装置において、ロッドにアウタパイプをスライド自在に外装し、拡幅ビットの基端をロッドの先端部に回動自在に軸支すると共に、前記拡幅ビットの後端面を前記アウタパイプ先端部に嵌合させて摺動自在に支持させたことを特徴とする、拡幅ビットを備えた撹拌混合装置である。
さらに本発明はロッドに回転と打撃を付与して削孔する撹拌混合装置において、ロッドにアウタパイプをスライド自在に外装し、拡幅ビットの基端をロッドの先端部に回動自在に軸支すると共に、前記拡幅ビットの後端面を前記アウタパイプ先端部に嵌合させて摺動自在に支持させ、前記ロッドとアウタパイプ相互のスライドを許容してロッドの回転をアウタパイプへ伝達する突起体とこの突起体に嵌合可能な溝とをロッド及びアウタパイプの摺動面に夫々形成したことを特徴とする、拡幅ビットを備えた撹拌混合装置である。
さらに本発明は前記したいずれかの撹拌混合装置において、ロッドとアウタパイプの基端側にロッドから反力を得て油圧力で以てアウタパイプをスライドさせるスライド装置を配設したことを特徴とする、拡幅ビットを備えた撹拌混合装置である。
さらに本発明は前記したいずれかの撹拌混合装置において、前記拡幅ビットの後端面に係合部を形成すると共に、前記アウタパイプの先端部に前記係合部と離脱を防止して嵌合可能な係合溝を形成し、前記係合部の途中を係合溝に接面させて支持することを特徴とする、拡幅ビットを備えた撹拌混合装置である。
さらに本発明は前記したいずれかの撹拌混合装置において、前記拡幅ビットの後端面に係合部を形成すると共に、前記アウタパイプの先端部に前記係合部と離脱を防止して嵌合可能な係合溝を形成し、前記係合部の途中を係合溝に接面させて支持することを特徴とする、拡幅ビットを備えた撹拌混合装置である。
さらに本発明は前記したいずれかの撹拌混合装置において、前記アウタパイプの係合溝の溝底面に、一部を切り取って受撃面を形成した球体を回転自在に埋設し、球体の受撃面を拡幅ビットの係合部に接面させて支持することを特徴とする、拡幅ビットを備えた撹拌混合装置である。
【0006】
【実施例1】
以下図面を参照しながら本発明の実施例について説明する。
【0007】
<イ>全体の構成
図2に撹拌混合装置の一例を示す。10は中空のロッドで、先端部に先端ビット11と拡縮自在の拡幅ビット12とを具備している。ロッド10の基端部は公知の削孔装置20に貫挿して把持され、削孔装置20を通じてロッド10に回転と打撃の両運動が付与されるようになっていると共に、その尾端にスイベル13が装着してあって、ロッド10の軸路を通じて固結材14を先端ビット11から吐出できる構造になっている。アウタパイプ15はロッド10にスライド自在に外装され、後述する嵌合構造によりロッド10を経由してアウタパイプ15へ回転力が伝えられる。複数の拡幅ビット12はアウタパイプ15とロッド10の相対的なスライド操作によって一斉に拡縮するように構成されている。以下各部の構造について詳述する。
【0008】
<ロ>拡幅ビット
図1に示すように拡幅ビット12は帯状を呈し、その前端面12aに削孔用のチップ12b群が植設され、後端面12cにはアウタパイプ15と嵌合する係合部12dが連続して形成されている。
一方、ロッド10の先端部に略円錐台形のブラケット16が一体に固着され、このブラケット16の周面に複数の条溝16aが凹設されている。
各拡幅ビット12の基端が前記各条溝16a内の支軸17にロッド10の軸芯方向に向け回動自在に軸支されている。
【0009】
拡幅ビット12の軸支構造は支軸17に限定されるものではなく、ブラケット16側に球状の凹部を形成すると共に、拡幅ビット12の基端側に球部を形成し、拡幅ビット12の基端の球部をブラケット16の凹部に回動自在に収容させて取り付けても良い。ブラケット16の前面並びに外周面にはブラケット16の径範囲を掘削するためのチップ16b群が突設してある(図1,5参照)。
【0010】
<ハ>拡幅ビットの支持機構
ロッド10の先端部に回動自在に軸支された拡幅ビット12の後端面は、アウタパイプ15の先端部に摺動自在に支持されている。
すなわち、図1に示すようにアウタパイプ15の先端部が算盤球状に厚肉に形成され、厚肉部の傾斜する前面15bに拡幅ビット12と同数の係合溝15cが放射状に凹設され、これらの各係合溝15cに拡幅ビット12の後端面12cに形成した係合部12dが離脱を防止した状態で摺動自在に嵌合されている。
また拡幅ビット12とアウタパイプ15の嵌合構造において、係合部12dが係合溝15cの溝底面に接面していることが肝要である。
【0011】
図4の(A)(B)は係合溝15cとこれに嵌合する係合部12dの断面形状の一例(円形と台形)を示すが、図示する形状に限定されるものではない。
【0012】
拡幅ビット12の後端面12cは直線形又は湾曲形を呈しており、後端面12cが直線形であればロッド10とアウタパイプ15の摺動量に比例して拡幅ビット12の各拡縮量が一定であるが、後端面12cの形状が湾曲形を呈する場合は拡幅ビット12の各拡縮量を緩やかに設定でき、これらの拡幅ビット12の後端面12cの形状は拡縮径に応じて採用することが望ましい。
【0013】
<ニ>拡幅ビットの回転伝達機構
図1,3に示すようにロッド10の外周面に軸方向に向けて複数の突条10aが突設され、アウタパイプ15の先端部の内周面に軸方向に沿って複数の条溝15aが凹設され、これらの各突条10aが条溝15aに嵌合して軸方向の摺動を許容しつつロッド10の回転力をアウタパイプ15へ伝達できるようになっている。また各突条10aと条溝15aの形成部材を前記の逆の組み合わせにしてもよい。
【0014】
<ホ>スライド機構
ロッド10とアウタパイプ15の相対的なスライド量の調整は、例えば図2,6に示すスライド機構によって達成できる。
【0015】
すなわち、図2に示すようにロッド10とアウタパイプ15の各基端と削孔装置20の間に油圧ユニット40の制御によりスライドするスライド装置41が介装されている。図6はスライド装置41の一例を示すもので、中空構造のピストンロッド42に筒状のケーシング43を外装した二重筒構造体で構成される。
【0016】
ピストンロッド42の左端がロッド10と螺着し、右端が削孔装置のロッドと螺着し、削孔装置の回転と打撃力をロッド10へ伝えられるようになっている。ピストンロッド42の外周面には円周方向に沿った環状ピストン44と軸方向に沿った複数の突条45が夫々突設されている。ケーシング43とピストンロッド42間に形成した環状空間46内に環状ピストン44を位置させて環状空間46内に複数の液室46a,46bを画成すると共に、スイベル47を通じてケーシング43を回転したまま各液室46a,46bに液を給排できるように流路が形成されており、例えば図面左側の液室46aへの給液操作によりケーシング43(アウタパイプ15)がピストンロッド42(ロッド10)に対して後退方向(拡幅ビット12の縮翼方向)にスライドし、また図面右側の液室46bへの給液操作によりケーシング43(アウタパイプ15)がピストンロッド42(ロッド10)に対して前進方向(拡幅ビット12の拡翼方向)にスライドするようになっていて、これらの各液室46a,46bへの給排は図2に示す油圧ユニット40が制御するようになっている。尚、拡幅ビット12の拡翼時において液室46bの液圧が保圧制御される。この保圧制御の目的はアウタパイプ15をロッド10の軸方向の往復動に追従させ、アウタパイプ15が不用意にスライドして縮翼させないためである。このようなスライド機構は既述した油圧力を利用した機構に限定されるものでないことは勿論である。
【0017】
また突条45を覆うケーシング43の内周面には軸方向に向けて条溝48が凹設されていて、突条45と条溝48の嵌合構造によりピストンロッド42の回転力をケーシング43(アウタパイプ15)へ伝達できるようになっている。
尚、ロッド10の回転力をアウタパイプ15へ伝達するにはロッド10の先端側(図1の突条10aと条溝15aによる嵌合構造)と、基端側(図6の突条45と条溝48の嵌合構造)の両方で嵌合していることが望ましいが、一方を省略する場合もある。
【0018】
【作用】
つぎに撹拌混合装置の使用方法について説明する。
【0019】
<イ>柱状改良体の構築
図2において、固結材14を供給しながらロッド10の基端に回転力と打撃力を与えて削孔を開始すると、ロッド10とアウタパイプ15の嵌合構造によって回転力がアウタパイプ15へ伝えられ、その結果、先端ビット11と共に縮翼状態の拡幅ビット12が回転して小径の削孔が進行すると共に、拡幅ビット12が先端ビット11から吐出された固結材14を撹拌混合して地中に小径の柱状改良体30が構築される。
【0020】
<ロ>拡翼
所定の深度に達したらアウタパイプ15をロッド10に対して前進方向にスライドさせると、アウタパイプ15が拡幅ビット12の後端面を押して全ての拡幅ビット12が一斉に拡径方向に拡翼して、大径の柱状改良体30が構築される。したがって、拡幅ビット12の拡翼量はロッド10とアウタパイプ15の相対的なスライド量により調節でき、任意の径で削孔と固結材14の撹拌混合を行える。
また拡幅ビット12の拡翼時に付与された打撃力は、拡幅ビット12の係合部12dに嵌合するアウタパイプ15の先端の係合溝15cで受けて拡幅ビット12の拡翼状態が維持される。
【0021】
【実施例2】
図7,8は拡幅ビット12の受撃効率を高めた他の実施例を示す。
本実施例は拡幅ビット12の係合部12dを収容する係合溝15cの底面に一部を切り取った球体15dを回転自在に埋設し、球体15dの切取面に形成した受撃面15eを拡幅ビット12の係合部12dに当接させ、球体15dの受撃面15eを拡幅ビット12の角度変化に追随できる構造になっている。
【0022】
【実施例3】
以上の実施例はロッド10及び先端ビット11の軸芯に形成されている軸路を固結材14の輸送流路としてのみ利用する場合について説明したが、これらの軸路を大径に形成して、固結材と土砂を撹拌混合した改良柱状体30の中心に鉄筋等の芯材を残置させるための挿通空間として利用する場合もある。
【0023】
【実施例4】
本発明の撹拌混合装置の適用可能な工法について例示する。
【0024】
▲1▼トンネル先受け工法
トンネル切羽に向けて柱状改良体30を列設するトンネル先受け工法に適用できる。
この場合、切羽の深部に行くにしたがって柱状改良体30の断面径を徐々に大きく施工すれば、未改良区間の発生を回避できる。
▲2▼アンカー工法
柱状改良体30の中心にPC鋼棒等の芯材を位置させ、芯材を緊張定着するアンカー工法に適用できる。アンカー工法の場合、柱状改良体30を断面楔形や団子状に形成すると、より大きなアンカー耐力を得ることができる。
▲3▼土留工法
水平に向けた柱状改良体30を相互に離隔して多数築造して柱状改良体30間の地盤を補強することで土留を図る土留工法に適用することができる。
以上の工法は例示であって、これ以外に多くの工法に適用できる。
【0025】
【発明の効果】
本発明は以上説明したようになるから次のような効果を得ることができる。
<イ> 回転力に加え打撃力を与えて施工できるので削孔効率が向上する。
<ロ> 軟弱地盤から硬質地盤までの広範囲の地盤に適応できる。
<ハ> 各種の工法で使用でき、適用範囲が広い。
<ニ> 拡幅ビットの後端面をアウタパイプの先端部が接面して支持すると共に、拡幅ビットの軸支部に打撃力が作用しないので、拡幅ビットに打撃力が作用しても、損傷したり破損する心配がない。
【図面の簡単な説明】
【図1】実施例1に係る撹拌混合装置の先端部の説明図
【図2】撹拌混合装置の全体図
【図3】図1におけるIII −III の断面図
【図4】図1におけるIV−IVの断面図
【図5】図1におけるV−Vの断面図
【図6】スライド装置の縦断面図
【図7】実施例2に係る撹拌混合装置の先端部の説明図
【図8】その要部の拡大図
[0001]
[Industrial applications]
TECHNICAL FIELD The present invention relates to a stirring and mixing device provided with a widening bit, which can be applied to a soil improvement method, a soil cement composite pile method, a tunnel receiving method, an anchor method, a mountain retaining method, and the like.
[0002]
[Prior art]
For example, when constructing a columnar body having different diameters by drilling and stirring while injecting a cement such as soil cement into the ground, a stirring and mixing device capable of adjusting the stirring diameter is used. This type of stirring and mixing device is provided with a stirring blade that can be expanded and contracted at the tip of a rotating shaft. As means for expanding and contracting the stirring blade, the rotating shaft is doubled, one end of the stirring blade is supported at the tip of the inner shaft, and the link between the free end of the stirring blade and the outer shaft is supported by a link material. 2. Description of the Related Art A pantograph system is known in which the amount of expansion and contraction of a stirring blade can be adjusted by relatively sliding a shaft and an outer shaft.
[0003]
[Problems to be solved by the invention]
To improve workability, it is desirable to apply a striking force to the rotating shaft.However, conventional stirring and mixing devices, including the pantograph method, close the stirring blade when applying a striking force to the rotating shaft, Since the pivot portion of the link is damaged, it is limited to only rotation, and it is pointed out that the construction efficiency is low. For this reason, not only does the work time become longer as the construction target ground becomes harder, but also the construction may be postponed on the target ground having extremely low drilling efficiency such as rock.
[0004]
[Object of the present invention]
The present invention has been made in view of the above points, and an object of the present invention is to provide a stirring and mixing device having a widening bit, which can improve drilling efficiency by adding a rotating force and a striking force. is there.
Still another object of the present invention is to provide a stirring and mixing device provided with a widening bit, which can be applied to a wide range of ground from soft ground to hard ground.
Further, another object of the present invention is to provide a stirring and mixing apparatus having a widening bit, which has a wide range of application to various methods.
[0005]
[Means for solving the problem]
That is, the present invention relates to a stirring and mixing apparatus for drilling a hole by applying rotation and impact to a rod. The outer pipe is slidably mounted on the rod, and the base end of the widening bit is rotatably supported on the distal end of the rod. In addition, there is provided a stirring and mixing device provided with a widening bit, wherein a rear end surface of the widening bit is fitted to a front end portion of the outer pipe and slidably supported.
Further, the present invention provides a stirring and mixing device for drilling by applying rotation and impact to a rod, wherein the outer pipe is slidably mounted on the rod, and the base end of the widening bit is rotatably supported at the distal end of the rod. A projection for transmitting the rotation of the rod to the outer pipe by allowing the rod and the outer pipe to slide relative to each other by fitting the rear end surface of the widening bit to the distal end of the outer pipe so as to be slidably supported. A stirring / mixing device provided with a widening bit, wherein a fittable groove is formed on each of sliding surfaces of a rod and an outer pipe.
Furthermore, the present invention is characterized in that, in any one of the stirring and mixing apparatuses described above, a slide device that slides the outer pipe with hydraulic pressure by obtaining a reaction force from the rod at a base end side of the rod and the outer pipe, This is a stirring and mixing device provided with a widening bit.
Further, according to the present invention, in any of the stirring and mixing apparatuses described above, an engaging portion is formed on a rear end surface of the widening bit, and the engaging portion can be fitted to a distal end portion of the outer pipe while preventing the engaging portion from being detached from the engaging portion. A stirrer / mixer equipped with a widening bit, wherein a mating groove is formed and a part of the engaging portion is supported in contact with the engaging groove.
Further, according to the present invention, in any of the stirring and mixing apparatuses described above, an engaging portion is formed on a rear end surface of the widening bit, and the engaging portion can be fitted to a distal end portion of the outer pipe while preventing the engaging portion from being detached from the engaging portion. A stirrer / mixer equipped with a widening bit, wherein a mating groove is formed and a part of the engaging portion is supported in contact with the engaging groove.
Further, in any one of the stirring and mixing devices described above, a sphere having a receiving surface formed by cutting a part is rotatably embedded in a groove bottom of the engaging groove of the outer pipe, and a receiving surface of the sphere is formed. A stirring and mixing device provided with a widening bit, characterized in that it is supported by being brought into contact with an engaging portion of the widening bit.
[0006]
Embodiment 1
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
[0007]
<A> Overall Configuration FIG. 2 shows an example of a stirring and mixing apparatus. Reference numeral 10 denotes a hollow rod having a distal end bit 11 and an expandable / reducible widening bit 12 at the distal end. The base end of the rod 10 is inserted into and gripped by a known drilling device 20 so that the rod 10 is given both rotation and impact motion through the drilling device 20 and has a swivel at its tail end. 13 is mounted so that the binder 14 can be discharged from the tip bit 11 through the axis of the rod 10. The outer pipe 15 is slidably mounted on the rod 10, and a rotational force is transmitted to the outer pipe 15 via the rod 10 by a fitting structure described later. The plurality of widening bits 12 are configured to simultaneously expand and contract by a relative sliding operation of the outer pipe 15 and the rod 10. Hereinafter, the structure of each part will be described in detail.
[0008]
<B> Widening Bit As shown in FIG. 1, the widening bit 12 has a band shape, a group of drilling chips 12 b is implanted on a front end face 12 a, and an engaging portion for fitting with the outer pipe 15 is provided on a rear end face 12 c. 12d are formed continuously.
On the other hand, a substantially frusto-conical bracket 16 is integrally fixed to the distal end of the rod 10, and a plurality of grooves 16 a is formed in the peripheral surface of the bracket 16.
The base end of each widening bit 12 is rotatably supported by a support shaft 17 in each groove 16 a so as to be rotatable in the axial direction of the rod 10.
[0009]
The shaft support structure of the widening bit 12 is not limited to the support shaft 17. A spherical concave portion is formed on the bracket 16 side, and a spherical portion is formed on the base end side of the widening bit 12. The end sphere may be rotatably accommodated in the recess of the bracket 16 and attached. A group of chips 16b for excavating the diameter range of the bracket 16 is provided on the front surface and the outer peripheral surface of the bracket 16 (see FIGS. 1 and 5).
[0010]
<C> Support mechanism of widening bit The rear end face of the widening bit 12 rotatably supported by the front end of the rod 10 is slidably supported by the front end of the outer pipe 15.
That is, as shown in FIG. 1, the distal end portion of the outer pipe 15 is formed thickly in an abacus spherical shape, and the same number of engaging grooves 15c as the widening bit 12 are radially recessed in the inclined front surface 15b of the thickened portion. The engaging portion 12d formed on the rear end face 12c of the widening bit 12 is slidably fitted in each of the engaging grooves 15c in a state where the engaging portion 12d is prevented from being detached.
In the fitting structure between the widening bit 12 and the outer pipe 15, it is important that the engaging portion 12d is in contact with the bottom surface of the engaging groove 15c.
[0011]
FIGS. 4A and 4B show examples of the cross-sectional shape (circular and trapezoidal) of the engaging groove 15c and the engaging portion 12d fitted in the engaging groove 15c, but the shape is not limited to the illustrated shape.
[0012]
The rear end surface 12c of the widening bit 12 has a linear shape or a curved shape. If the rear end surface 12c is linear, each expansion amount of the widening bit 12 is constant in proportion to the sliding amount of the rod 10 and the outer pipe 15. However, when the shape of the rear end face 12c has a curved shape, each expansion amount of the widening bit 12 can be set gently, and the shape of the rear end face 12c of the widening bit 12 is desirably adopted in accordance with the diameter of expansion.
[0013]
<D> Rotation transmission mechanism of widening bit As shown in FIGS. 1 and 3, a plurality of ridges 10 a protrude from the outer peripheral surface of the rod 10 in the axial direction. A plurality of grooves 15a are formed along the groove, and each of the protrusions 10a is fitted into the groove 15a so as to allow the rotational force of the rod 10 to be transmitted to the outer pipe 15 while allowing axial sliding. Has become. Further, the members forming the protrusions 10a and the grooves 15a may be combined in the reverse manner.
[0014]
<E> Adjustment of the relative slide amount between the slide mechanism rod 10 and the outer pipe 15 can be achieved by, for example, a slide mechanism shown in FIGS.
[0015]
That is, as shown in FIG. 2, a sliding device 41 that slides under the control of the hydraulic unit 40 is interposed between each base end of the rod 10 and the outer pipe 15 and the drilling device 20. FIG. 6 shows an example of the slide device 41, which is constituted by a double cylinder structure in which a cylindrical casing 43 is externally mounted on a piston rod 42 having a hollow structure.
[0016]
The left end of the piston rod 42 is screwed to the rod 10, and the right end is screwed to the rod of the drilling device, so that the rotation and the impact force of the drilling device can be transmitted to the rod 10. An annular piston 44 extending in the circumferential direction and a plurality of ridges 45 extending in the axial direction are provided on the outer peripheral surface of the piston rod 42. The annular piston 44 is positioned in an annular space 46 formed between the casing 43 and the piston rod 42 to define a plurality of liquid chambers 46a and 46b in the annular space 46. A flow path is formed so that the liquid can be supplied to and discharged from the liquid chambers 46a and 46b. For example, the casing 43 (outer pipe 15) is moved relative to the piston rod 42 (rod 10) by supplying liquid to the liquid chamber 46a on the left side of the drawing. The casing 43 (outer pipe 15) moves forward (widening) with respect to the piston rod 42 (rod 10) by the liquid supply operation to the liquid chamber 46b on the right side of the drawing. The liquid is supplied to and discharged from each of the liquid chambers 46a and 46b by the oil shown in FIG. Unit 40 is adapted to control. When the widening bit 12 expands the wings, the pressure of the liquid in the liquid chamber 46b is maintained. The purpose of the pressure holding control is to make the outer pipe 15 follow the reciprocating motion of the rod 10 in the axial direction, and to prevent the outer pipe 15 from sliding carelessly and causing the blades to contract. Of course, such a slide mechanism is not limited to the mechanism using the hydraulic pressure described above.
[0017]
A groove 48 is formed in the inner peripheral surface of the casing 43 that covers the protrusion 45 in the axial direction, and the rotational force of the piston rod 42 is reduced by the fitting structure of the protrusion 45 and the groove 48. (Outer pipe 15).
In order to transmit the rotational force of the rod 10 to the outer pipe 15, the rod 10 has a distal end (a fitting structure formed by the ridge 10a and the groove 15a in FIG. 1) and a proximal end (a ridge 45 and a ridge 45 in FIG. 6). (Fitting structure of the groove 48), it is desirable that both are fitted, but one may be omitted.
[0018]
[Action]
Next, a method of using the stirring and mixing device will be described.
[0019]
<A> Construction of Column Improved Body In FIG. 2, when drilling is started by applying a rotational force and a striking force to the base end of the rod 10 while supplying the consolidated material 14, the fitting structure of the rod 10 and the outer pipe 15 causes The rotational force is transmitted to the outer pipe 15, and as a result, the widening bit 12 in the wing-shrinking state rotates together with the tip bit 11 to advance a small-diameter hole, and the widened bit 12 is discharged from the tip bit 11. 14 are stirred and mixed to construct a columnar improved body 30 having a small diameter in the ground.
[0020]
<B> When the outer pipe 15 is slid in the forward direction with respect to the rod 10 when the predetermined depth is reached, the outer pipe 15 pushes the rear end face of the widening bit 12 to expand all the widening bits 12 in the radially expanding direction at once. By winging, a large diameter columnar improvement body 30 is constructed. Therefore, the amount of wing expansion of the widening bit 12 can be adjusted by the relative sliding amount of the rod 10 and the outer pipe 15, so that the hole and the binder 14 can be stirred and mixed at an arbitrary diameter.
The striking force applied when the widening bit 12 expands the wing is received by the engaging groove 15c at the tip of the outer pipe 15 fitted to the engaging portion 12d of the widening bit 12, and the wing expanding state of the widening bit 12 is maintained. .
[0021]
Embodiment 2
7 and 8 show another embodiment in which the receiving efficiency of the widening bit 12 is increased.
In this embodiment, a partially cut sphere 15d is rotatably buried in the bottom surface of the engagement groove 15c for accommodating the engagement portion 12d of the widening bit 12, and the receiving surface 15e formed on the cut surface of the sphere 15d is widened. The structure is such that the receiving surface 15e of the sphere 15d can follow the angle change of the widening bit 12 by making contact with the engaging portion 12d of the bit 12.
[0022]
Embodiment 3
In the above embodiment, the case is described in which the shaft paths formed in the shaft cores of the rod 10 and the tip bit 11 are used only as the transport flow path of the solidifying material 14. However, these shaft paths are formed with a large diameter. In some cases, it is used as an insertion space for leaving a core material such as a reinforcing bar at the center of the improved columnar body 30 obtained by stirring and mixing the consolidated material and the earth and sand.
[0023]
Embodiment 4
An example of a method applicable to the stirring and mixing apparatus of the present invention will be described.
[0024]
{Circle around (1)} Tunnel head receiving method This method can be applied to a tunnel head receiving method in which the columnar improvement bodies 30 are arranged in line toward the tunnel face.
In this case, if the sectional diameter of the columnar improvement body 30 is gradually increased toward the deeper part of the face, the occurrence of an unimproved section can be avoided.
{Circle around (2)} Anchor method An anchor method in which a core such as a PC steel bar is positioned at the center of the columnar improved body 30 and the core is tensioned and fixed can be applied. In the case of the anchor method, when the columnar improvement body 30 is formed in a wedge-shaped or dumpling-shaped cross section, a greater anchor strength can be obtained.
(3) Soil construction method This method can be applied to an earth retaining method for laying soil by reinforcing a ground between the columnar improved bodies 30 by constructing a large number of horizontally oriented columnar improved bodies 30 apart from each other.
The above method is an example, and can be applied to many other methods.
[0025]
【The invention's effect】
Since the present invention has been described above, the following effects can be obtained.
<B> The drilling efficiency can be improved because the work can be performed by applying a striking force in addition to the rotational force.
<B> Applicable to a wide range of ground from soft ground to hard ground.
<C> Can be used in various construction methods and has a wide range of applications.
<D> The rear end face of the widening bit is supported by the front end of the outer pipe in contact with it, and no striking force acts on the shaft support of the widening bit. Don't worry.
[Brief description of the drawings]
FIG. 1 is an explanatory view of a tip portion of a stirring and mixing device according to Example 1. FIG. 2 is an overall view of a stirring and mixing device. FIG. FIG. 5 is a cross-sectional view taken along line VV in FIG. 1. FIG. 6 is a vertical cross-sectional view of a slide device. FIG. Enlarged view of main parts

Claims (6)

ロッドに回転と打撃を付与して削孔する撹拌混合装置において、
ロッドにアウタパイプをスライド自在に外装し、
拡幅ビットの基端をロッドの先端部に回動自在に軸支すると共に、
前記拡幅ビットの後端面を前記アウタパイプ先端部に嵌合させて摺動自在に支持させたことを特徴とする、
拡幅ビットを備えた撹拌混合装置。
In a stirring and mixing device that drills by applying rotation and impact to the rod,
The outer pipe is slidably mounted on the rod,
While the base end of the widening bit is pivotally supported on the distal end of the rod,
The rear end surface of the widening bit is slidably supported by fitting to the front end of the outer pipe,
A stirring and mixing device with a widening bit.
ロッドに回転と打撃を付与して削孔する撹拌混合装置において、
ロッドにアウタパイプをスライド自在に外装し、
拡幅ビットの基端をロッドの先端部に回動自在に軸支すると共に、
前記拡幅ビットの後端面を前記アウタパイプ先端部に嵌合させて摺動自在に支持させ、
前記ロッドとアウタパイプ相互のスライドを許容してロッドの回転をアウタパイプへ伝達する突起体とこの突起体に嵌合可能な溝とをロッド及びアウタパイプの摺動面に夫々形成したことを特徴とする、
拡幅ビットを備えた撹拌混合装置。
In a stirring and mixing device that drills by applying rotation and impact to the rod,
The outer pipe is slidably mounted on the rod,
While the base end of the widening bit is pivotally supported on the distal end of the rod,
The rear end face of the widening bit is fitted to the front end of the outer pipe to be slidably supported,
A protrusion for transmitting the rotation of the rod to the outer pipe while allowing the rod and the outer pipe to slide with each other, and a groove that can be fitted to the protrusion are formed on the sliding surfaces of the rod and the outer pipe, respectively.
A stirring and mixing device with a widening bit.
請求項1又は請求項2において、ロッドとアウタパイプの基端側にロッドから反力を得て油圧力で以てアウタパイプをスライドさせるスライド装置を配設したことを特徴とする、
拡幅ビットを備えた撹拌混合装置。
The slide device according to claim 1 or 2, wherein a slide device that obtains a reaction force from the rod and slides the outer pipe by hydraulic pressure is provided at a base end side of the rod and the outer pipe.
A stirring and mixing device with a widening bit.
請求項1〜請求項3のいずれかにおいて、前記拡幅ビットの後端面に係合部を形成すると共に、前記アウタパイプの先端部に前記係合部と離脱を防止して嵌合可能な係合溝を形成し、前記係合部の途中を係合溝に接面させて支持することを特徴とする、拡幅ビットを備えた撹拌混合装置。The engagement groove according to any one of claims 1 to 3, wherein an engagement portion is formed on a rear end surface of the widening bit, and the engagement groove can be fitted to a distal end portion of the outer pipe by preventing the engagement portion from being detached from the engagement portion. A stirring and mixing device provided with a widening bit, wherein a part of the engaging portion is supported in contact with the engaging groove. 請求項1〜請求項4のいずれかにおいて、前記拡幅ビットの後端面に係合部を形成すると共に、前記アウタパイプの先端部に前記係合部と離脱を防止して嵌合可能な係合溝を形成し、前記係合部の途中を係合溝に接面させて支持することを特徴とする、拡幅ビットを備えた撹拌混合装置。The engagement groove according to any one of claims 1 to 4, wherein an engagement portion is formed on a rear end surface of the widening bit, and the engagement groove can be fitted to the distal end portion of the outer pipe while preventing the engagement portion from being detached from the engagement portion. A stirring and mixing device provided with a widening bit, wherein a part of the engaging portion is supported in contact with the engaging groove. 請求項5において、前記アウタパイプの係合溝の溝底面に、一部を切り取って受撃面を形成した球体を回転自在に埋設し、球体の受撃面を拡幅ビットの係合部に接面させて支持することを特徴とする、拡幅ビットを備えた撹拌混合装置。6. The sphere having a receiving surface formed by cutting a part of the outer pipe in a rotatable manner in the bottom surface of the engaging groove of the outer pipe, the receiving surface of the sphere being in contact with the engaging portion of the widening bit. A stirring and mixing device provided with a widening bit, wherein the stirring and mixing device is supported.
JP07444495A 1995-03-07 1995-03-07 Stirrer / mixer with widening bit Expired - Lifetime JP3586844B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07444495A JP3586844B2 (en) 1995-03-07 1995-03-07 Stirrer / mixer with widening bit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07444495A JP3586844B2 (en) 1995-03-07 1995-03-07 Stirrer / mixer with widening bit

Publications (2)

Publication Number Publication Date
JPH08246447A JPH08246447A (en) 1996-09-24
JP3586844B2 true JP3586844B2 (en) 2004-11-10

Family

ID=13547417

Family Applications (1)

Application Number Title Priority Date Filing Date
JP07444495A Expired - Lifetime JP3586844B2 (en) 1995-03-07 1995-03-07 Stirrer / mixer with widening bit

Country Status (1)

Country Link
JP (1) JP3586844B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4749590B2 (en) * 2001-04-24 2011-08-17 大和基工株式会社 Drilling method for prefabricated pile bulbs
KR100880365B1 (en) * 2008-06-10 2009-01-30 삼보이엔씨 주식회사 Excavating apparatus for excavating enlarged hole under the bottom of waters on which jacket facility structure is installed
JP2020041317A (en) * 2018-09-10 2020-03-19 京葉リース株式会社 Drilling machine

Also Published As

Publication number Publication date
JPH08246447A (en) 1996-09-24

Similar Documents

Publication Publication Date Title
US6401842B2 (en) Directional drilling apparatus with shifting cam
US6516899B2 (en) Method and apparatus for directional boring under mixed conditions
JP2002531740A (en) Equipment for inclined digging
JP3586844B2 (en) Stirrer / mixer with widening bit
EP0431293A1 (en) Shield tunneling machine
KR102082128B1 (en) Boring apparatus with multi core-drill and method for securing free surface usinf the same
JPH06330686A (en) Drilling device
JP2007056669A (en) Apparatus for diameter-enlarged excavation
JP3718825B2 (en) Stirring and mixing type drilling device and stirring and mixing method
JP3706039B2 (en) Drilling rig
JP2688227B2 (en) Excavator for propulsion method
JPH1054193A (en) Driving method for tunnel boring machine
US6702046B2 (en) Drill device for a drilling apparatus
JP3468701B2 (en) Ground drilling material
JP3795997B2 (en) Method for reinforcing unconsolidated ground and apparatus for forming reinforcing body
JP2710602B2 (en) Underground propulsion device and underground propulsion method
JPH08277691A (en) Excavating tool
JP2008303579A (en) Propulsion method of tunnel excavator and reaction force support device of tunnel excavator
JP6151604B2 (en) Drilling tool and swing control pipe
JP2001032665A (en) Excavating device
JP2006152602A (en) Excavator
JP4583630B2 (en) Digging equipment
JPH0345195B2 (en)
JP3344949B2 (en) Stroke control method of overmining equipment in tunnel machine
JPH1060881A (en) Agitating and mixing type drilling device and agitating and mixing method

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040628

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040706

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040730

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080820

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090820

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090820

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100820

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100820

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110820

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120820

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130820

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term