JPH081062B2 - Agitator for excavator - Google Patents

Agitator for excavator

Info

Publication number
JPH081062B2
JPH081062B2 JP9578192A JP9578192A JPH081062B2 JP H081062 B2 JPH081062 B2 JP H081062B2 JP 9578192 A JP9578192 A JP 9578192A JP 9578192 A JP9578192 A JP 9578192A JP H081062 B2 JPH081062 B2 JP H081062B2
Authority
JP
Japan
Prior art keywords
rotary
excavator
main
soil
blade
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
JP9578192A
Other languages
Japanese (ja)
Other versions
JPH06207411A (en
Inventor
琢眞 内田
憲夫 竹中
Original Assignee
株式会社タクマ建機
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 株式会社タクマ建機 filed Critical 株式会社タクマ建機
Priority to JP9578192A priority Critical patent/JPH081062B2/en
Publication of JPH06207411A publication Critical patent/JPH06207411A/en
Publication of JPH081062B2 publication Critical patent/JPH081062B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、土中に深い竪穴を掘
削する場合に使用される掘削機用攪拌装置、より詳しく
は地盤改良のため土中に深い竪穴を掘削しつつコンクリ
−トや硬化剤を注入し、土砂とコンクリ−ト或いは土砂
と硬化剤を攪拌・混合するための主掘削翼と補助回転翼
を備えた掘削機用攪拌装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stirrer for an excavator used when excavating a deep vertical hole in soil, and more specifically, for excavating a deep vertical hole in soil for concrete improvement while excavating a deep vertical hole. The present invention relates to an agitator for excavator equipped with a main excavation blade and an auxiliary rotary blade for injecting a hardening agent and stirring or mixing the earth and sand and the concrete or the earth and sand and the hardening agent.

【0002】[0002]

【従来の技術】宅地や工場等を建設する際にはその場所
の土質を建造物の地盤に適するように改良する。そのた
め図10に示すように建造物の地盤に多数の柱状パイル
20、20、──等を打ち込み地盤を造成するが、この
ような柱状パイル20、20、──等は次のようにして
形成する。即ち、図11に示すようにブルド−ザの如き
ベ−スマシンに縦長のコラム30を取付け、該コラム3
0には上下移動可能なボックス31を装着し、更に該ボ
ックス31には長い回転ロッド32(駆動軸)と該回転
ロッド32を回転駆動するモ−タ33を取付け、回転ロ
ッド32を土中深く掘進させながらボックス31の下部
に設置したコンクリ−ト液注入口或いは硬化剤スラリ−
注入口34より硬化剤スラリ−液等を注入し凝固させて
柱状パイル20を形成し地盤を造成する。この場合前記
回転ロッド32の先端には掘進部35と攪拌翼36及び
コンクリ−ト液や硬化剤スラリ−液噴出口37等が取付
けられ地面を掘削しつつ土砂を攪拌するようになってい
る。従来の掘削機の回転ロッドの先端部の攪拌装置とし
ては他に、図8に示すように回転ロッド61の先端部の
掘削翼62と該回転ロッド61の回りに嵌挿した径の大
きな筒体63に固着して取付けた不回転翼64とを装着
したタイプ、或いは図9に示すように回転ロッド71の
先端部に掘削翼72と回転ロッド71の回りに嵌挿した
径の大きな回転ロッド73に固着して取付けた逆回転す
る掘削翼74とを装着したタイプ等があり回転と同時に
周囲の土砂を攪拌するようになっている。
2. Description of the Related Art When constructing a residential land or a factory, the soil quality of the site is improved so as to be suitable for the ground of the building. Therefore, as shown in FIG. 10, a large number of columnar piles 20, 20, ..., etc. are driven into the ground of a building to form the ground. Such columnar piles 20, 20, ..., etc. are formed as follows. To do. That is, as shown in FIG. 11, a vertically long column 30 is attached to a base machine such as a bulldozer, and the column 3 is attached.
A box 31 that can move up and down is attached to 0, and a long rotating rod 32 (driving shaft) and a motor 33 that rotationally drives the rotating rod 32 are attached to the box 31, and the rotating rod 32 is deeply buried in the soil. Concrete liquid injection port or curing agent slurry installed at the bottom of the box 31 while excavating.
A hardening agent slurry liquid or the like is injected from the pouring port 34 and solidified to form the columnar pile 20 to form the ground. In this case, a digging portion 35, a stirring blade 36, a concrete liquid or a hardening agent slurry liquid jet 37, etc. are attached to the tip of the rotary rod 32 so that the earth and sand are stirred while excavating the ground. As a conventional stirring device for the tip portion of the rotary rod of an excavator, as shown in FIG. 8, an excavation blade 62 at the tip portion of the rotary rod 61 and a tubular body having a large diameter fitted around the rotary rod 61 are inserted. A type in which a non-rotating blade 64 fixedly attached to 63 is attached, or as shown in FIG. 9, a large-diameter rotating rod 73 fitted around the excavating blade 72 and the rotating rod 71 at the tip of the rotating rod 71. There is a type in which a reverse-rotating excavation blade 74 fixedly attached to is attached, and the like, and is designed to stir the surrounding earth and sand simultaneously with rotation.

【0003】[0003]

【発明が解決しようとする課題】上記するように地盤改
良に際しては、掘削機で土中を深く掘削しながら土砂と
コンクリ−ト或いは土砂と硬化剤とを攪拌・混合しつつ
掘り下げ、攪拌装置を引き上げた後土中に柱状のパイル
を形成する。この場合従来から知られている攪拌装置は
装置が大掛かりであり、また時間がかかり効率が若干悪
い傾向にある。更に、攪拌・混合にムラが生じやすく、
コンクリ−トや硬化剤と土との攪拌混合が必ずしも充分
ではない。この発明はかかる課題に鑑みてなされたもの
であり、その目的とする所は回転と同時に土砂を細かく
砕きつつ効率良く攪拌し、土砂とコンクリ−ト或いは土
砂と硬化剤との混合を充分に且つ短時間で行うことの出
来る掘削機用攪拌装置を提供することにある。
As described above, when improving the ground, the excavator is used to excavate deep into the soil to dig down while agitating and mixing earth and sand or concrete or earth and sand and a hardening agent. After pulling up, columnar piles are formed in the soil. In this case, the conventionally known agitator has a large size, requires a long time, and tends to be slightly inefficient. Furthermore, unevenness is likely to occur in stirring and mixing,
Stir-mixing of concrete and hardener with soil is not always sufficient. The present invention has been made in view of the above problems, and an object of the present invention is to efficiently stir while crushing the earth and sand at the same time as the rotation, and to sufficiently mix the earth and sand or the earth and sand and the hardening agent. An object of the present invention is to provide a stirring device for an excavator that can be performed in a short time.

【0004】[0004]

【課題を解決するための手段】即ち、この発明は上記す
る課題を解決するために、掘削機用攪拌装置が、中空
内部よりコンクリ−ト液或いは硬化剤を噴出させる主回
転ロッド周囲に土砂を混合・攪拌する複数枚の主掘削翼
と回転ア−ムとを固着すると共に該回転ア−ム回りに回
動する複数枚の補助回転翼を枢着したことを特徴とす
る。或いはまた補助回転翼は、蝶番により一定角度回
動自在に枢着された二枚の板より構成されることを特徴
とする。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention provides a stirring device for an excavator which collects earth and sand around a main rotating rod for ejecting concrete liquid or a hardening agent from the inside of the hollow. The present invention is characterized in that a plurality of main excavating blades for mixing and stirring are fixed to a rotary arm, and a plurality of auxiliary rotary blades that rotate around the rotary arm are pivotally attached. Alternatively, the auxiliary rotary vane is characterized in that the auxiliary rotary vane is composed of two plates pivotally attached by a hinge so as to be rotatable by a predetermined angle.

【0005】[0005]

【作用】掘削機用攪拌装置を上記手段とした場合の作用
について添付図(図7)の符号を用いて説明する。掘削
機用攪拌装置を上記手段とすれば主掘削翼3と回転ア−
ム4及び補助回転翼5により土砂は極めて良く攪拌・混
合されるようになる。そして次の手順に従って地盤が造
成される。 主回転ロッド2を回転させながら先端部の掘削機用攪
拌装置の主回転翼2と回転ア−ム4とを土中に掘削侵入
させ所定の深さまで掘削して行く。主回転ロッド2を
例えば右回りに回転させるとこれらの主掘削翼3や回転
ア−ム4は回転しながら土中を攪拌し、次いで補助回転
翼5は左回りに回転しながら土中を細かく混合攪拌す
る。この場合主回転ロッド先端部よりコンクリ−ト或い
は硬化剤スラリ−液と噴出させそこの土と良く混合攪拌
させる。 次に主回転ロッド2をゆっくり逆転させながら徐々に
上方へ引上げる。この場合も主掘削翼3と回転ア−ム4
及び補助回転翼5は侵入時とは逆向に回転しながら土や
コンクリ−ト或いは硬化剤を良く混合攪拌する。掘削
機用攪拌装置を抜いてしばらくすると土中に所定の固い
パイル状の柱が形成される。 このように乃至の作用を建造物を建てる予定の土地
で繰り返し固いパイル状の柱を形成して地盤が造成され
る。
The operation when the excavator agitator is used as the above means will be described with reference to the reference symbols in the accompanying drawing (FIG. 7). If the agitator for an excavator is used as the above means, the main excavation blade 3 and the rotating arm
The soil 4 is stirred and mixed very well by the drum 4 and the auxiliary rotary blade 5. Then, the ground is constructed according to the following procedure. While rotating the main rotating rod 2, the main rotating blade 2 and the rotating arm 4 of the stirring device for the excavator at the tip end are excavated into the soil and excavated to a predetermined depth. When the main rotary rod 2 is rotated clockwise, for example, these main excavation blades 3 and rotary arms 4 rotate to stir the soil, and then the auxiliary rotary blade 5 rotates counterclockwise to finely rotate the soil. Mix and stir. In this case, concrete or hardener slurry liquid is jetted from the tip of the main rotating rod to mix and stir well with the soil there. Next, the main rotating rod 2 is slowly reversed and gradually pulled upward. Also in this case, the main excavation blade 3 and the rotary arm 4
The auxiliary rotary blade 5 rotates in the direction opposite to the direction at the time of entry, and mixes and stirs the soil, concrete or curing agent well. Shortly after the excavator agitator is pulled out, a certain hard pile column is formed in the soil. In this way, the action is repeated on the land where the building is to be built to form the solid pile-like pillars to form the ground.

【0006】[0006]

【実施例】以下、この発明の具体的実施例について図面
を参照して説明する。図1はこの発明の掘削機用攪拌装
置を備えた回転ロッド1を装着したコラム11をベ−ス
マシン10に取付けた状態の側面図、図2は掘削機用攪
拌装置の正面図、図3(A)は掘削機用攪拌装置の平面
図、図3(B)は図3(A)の補助回転翼5の側面図、
図4は補助回転翼5の斜視図である。コラム11には上
下移動可能にボックス12が設置され、更に該ボックス
12にはモ−タ13を配置すると共に下部に掘削深度に
応じて掘り下げ可能な回転ロッド1が正・逆回転可能に
装着されている。尚、前記ボックス12の下部には液状
コンクリ−トや硬化剤スラリ−液注入口14が設けられ
中空の回転ロッド1の下部に連結された主回転ロッド2
の下部より排出されるようになっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Specific embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a side view showing a state in which a column 11 having a rotating rod 1 equipped with the excavator stirring device of the present invention is attached to a base machine 10, and FIG. 2 is a front view of the excavator stirring device. 3A is a plan view of the stirring device for the excavator, FIG. 3B is a side view of the auxiliary rotor 5 of FIG. 3A,
FIG. 4 is a perspective view of the auxiliary rotary blade 5. A box 12 is installed in the column 11 so as to be movable up and down, and a motor 13 is arranged in the box 12 and a rotary rod 1 which can be dug down according to the digging depth is attached to the lower part of the box 12 so as to rotate forward and backward. ing. In addition, a liquid concrete or hardening agent slurry liquid injection port 14 is provided in a lower portion of the box 12, and a main rotating rod 2 connected to a lower portion of a hollow rotating rod 1 is provided.
It is designed to be discharged from the lower part of.

【0007】前記回転ロッド1の先端部に回動自在に取
付けられた掘削機用攪拌装置は、図2乃至図4に示すよ
うに、主回転ロッド2と、該主回転ロッド2に固着され
た主掘削翼3と、同じく主回転ロッド2に固着された回
転ア−ム4と、該回転ア−ム4の先端部近傍で自由に回
動する複数枚の補助回転翼5と、より構成される。この
場合、補助回転翼5は回転ア−ム4回りに、即ち回転軸
が回転ア−ム4方向となるように設けられているためそ
の回転面は主掘削翼3に対して略直角方向(掘進方向)
となる。そして回転ア−ム4先端部近傍には軸4aが設
けられ該軸4aに対して自由回転出来るようブッシュ5
aが嵌挿され、該ブッシュ5aに補助回転翼5が固着さ
れる。また、該補助回転翼5は左右の回転ア−ム4の端
からそれぞれL1 、L2 の位置に取付け、なるべく土中
を混合、攪拌出来るようにする。尚、前記主掘削翼3や
回転ア−ム4或いは複数枚の補助回転翼5はその数を増
減して良いし、各回転ア−ム4には複数組の補助回転翼
5を枢着させても良い。更に、図2の二点鎖線に示すよ
うに一部の回転ア−ム4は一方を上下にをずらせても良
い。
The excavator stirring device rotatably attached to the tip of the rotating rod 1 is, as shown in FIGS. 2 to 4, fixed to the main rotating rod 2 and the main rotating rod 2. The main excavation blade 3, a rotary arm 4 that is also fixed to the main rotary rod 2, and a plurality of auxiliary rotary blades 5 that freely rotate in the vicinity of the tip of the rotary arm 4. It In this case, since the auxiliary rotary vanes 5 are provided around the rotary arm 4, that is, the rotary shaft is oriented in the rotary arm 4 direction, the rotary surface thereof is in a direction substantially perpendicular to the main excavating blade 3 ( Digging direction)
Becomes A shaft 4a is provided near the tip of the rotary arm 4 and a bush 5 is provided so that the shaft 4a can freely rotate with respect to the shaft 4a.
a is inserted and the auxiliary rotor 5 is fixed to the bush 5a. Further, the auxiliary rotary blades 5 are attached at positions L 1 and L 2 from the ends of the left and right rotary arms 4, respectively, so that the soil can be mixed and stirred as much as possible. The number of the main excavation blade 3, the rotary arm 4 or the plurality of auxiliary rotary blades 5 may be increased or decreased, and a plurality of sets of auxiliary rotary blades 5 are pivotally attached to each rotary arm 4. May be. Further, as shown by the chain double-dashed line in FIG. 2, some of the rotary arms 4 may be vertically offset.

【0008】次に、図5は主回転ロッド2の先端部の斜
視図である。この図に示すように、該主回転ロッド2の
先端部には、該主回転ロッド2端部の保護と土中への切
込・侵入とを兼ねた先端ヘッド6が取付けられる。そし
て該主回転ロッド2の先端部内には蓋7が開閉可能に取
付けられ、ここからコンクリ−ト液や硬化剤等を噴出さ
せるようにしてある。この蓋7は掘削時には閉鎖してお
り土砂は主回転ロッド内へ侵入しないが、土砂とコンク
リ−ト等とを混合させる際には(圧力で)開いて噴出し
たコンクリ−トや硬化剤スラリ−液は主掘削翼3と回転
ア−ム4及び補助回転翼5等により土砂と共に混合され
る。
FIG. 5 is a perspective view of the tip of the main rotating rod 2. As shown in this figure, a tip head 6 is attached to the tip of the main rotary rod 2 for protecting the end of the main rotary rod 2 and for cutting and entering into the soil. A lid 7 is openably and closably attached to the inside of the tip of the main rotating rod 2 so that a concrete liquid, a curing agent or the like can be ejected from the lid 7. The lid 7 is closed at the time of excavation so that the earth and sand do not enter the main rotating rod, but when the earth and sand and the concrete are mixed, the concrete and the hardener slurry which are opened and ejected (by pressure) are ejected. The liquid is mixed with the earth and sand by the main excavation blade 3, the rotary arm 4, the auxiliary rotary blade 5, and the like.

【0009】図6はこの発明の実施例で使用されている
補助回転翼5の変形例である。即ち、補助回転翼5は二
枚の板材51と52とを蝶番53で回動自在に枢着する
と共に、一方の板材52はブッシュ5aに固着された固
定棒54に固着した構成としてある。こうして板材51
と52は蝶番53により一定角度回動自在となり、回転
ア−ム4の回転及び攪拌時土砂等の重みで開閉されつつ
土と硬化剤等をより一層良く攪拌、混合する。
FIG. 6 shows a modification of the auxiliary rotor blade 5 used in the embodiment of the present invention. That is, the auxiliary rotary vane 5 is configured such that two plate members 51 and 52 are pivotally attached to each other by a hinge 53, and one plate member 52 is fixed to a fixed rod 54 fixed to the bush 5a. Plate material 51
The hinges 53 can be rotated by a certain angle by a hinge 53, and the soil and the curing agent can be further agitated and mixed while being opened and closed by the weight of earth and sand when the rotating arm 4 is rotated and agitated.

【0010】この発明の掘削機用攪拌装置の構成は以上
のようであるが、次にその作用について図7を参照して
説明する。 主回転ロッド2を回転させながら先端部の掘削機用攪
拌装置の主掘削翼3と回転ア−ム4及び補助回転翼5等
を土中に掘削侵入させ所定の深さまで掘削して行く(図
7(A))。 主回転ロッド2を例えば右回りに回転させるとこれら
の主掘削翼やア−ムは回転しながら土中を攪拌するが、
補助回転翼5は左回りに回転しながら土中を細かく混合
攪拌する。この場合主回転ロッド先端部よりコンクリ−
ト或いは硬化剤スラリ−液と噴出させ、そこの土と良く
混合攪拌させる(図7(B)。 次に回転ロッド1及び主回転ロッド2をゆっくり逆転
させながら徐々に上方へ引上げる。この場合も主掘削翼
3と回転ア−ム4及び補助回転翼5は侵入時とは逆向に
回転しながら土やコンクリ−ト或いは硬化剤を良く混合
攪拌する(図7(C))。 掘削機用攪拌装置を抜いてしばらくすると土中に所定
の固いパイル状の柱が形成される(図7(D))。 以上のように乃至の作用を建造物を建てる予定の土
地で繰り返し地盤を形成する。
The structure of the excavator agitator of the present invention is as described above. Next, the operation will be described with reference to FIG. While rotating the main rotating rod 2, the main excavating blade 3, the rotating arm 4, the auxiliary rotating blade 5, etc. of the stirring device for the excavator at the tip end are excavated into the soil to excavate to a predetermined depth (Fig. 7 (A)). When the main rotating rod 2 is rotated clockwise, for example, these main excavating blades and arms rotate and stir the soil,
The auxiliary rotary blade 5 rotates counterclockwise to finely mix and stir the soil. In this case, from the tip of the main rotating rod,
Or the hardener slurry liquid is sprayed and mixed well with the soil there (Fig. 7 (B)). Next, the rotating rod 1 and the main rotating rod 2 are slowly reversed while being gradually pulled upward. Also, the main excavating blade 3, the rotating arm 4 and the auxiliary rotating blade 5 are rotated in the opposite direction to the direction at the time of entry, and well mix and stir the soil, concrete or hardening agent (Fig. 7 (C)). A certain hard pile column is formed in the soil a while after the stirrer is pulled out (Fig. 7 (D)). As described above, the ground is repeatedly formed on the land where the building is to be built. .

【0011】[0011]

【発明の効果】この発明の掘削機用攪拌装置は以上詳述
したような構成としたので、比較的単純な構造でありな
がら土中で土とコンクリ−ト或いは土と硬化剤とが極め
て良く混合・攪拌され効率的に地盤を改良することが出
来る。また効率の良い混合・攪拌がなされるため造成作
業時間も短縮され作業能率を上げることが出来る。
The agitator for excavator of the present invention is constructed as described in detail above. Therefore, although it has a relatively simple structure, the soil and the concrete or the soil and the hardening agent are very well in the soil. It can be mixed and stirred to efficiently improve the ground. Moreover, since efficient mixing and stirring are performed, the construction work time is shortened and the work efficiency can be improved.

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

【図1】この発明の掘削機用攪拌装置を備えた回転ロッ
ドを装着したコラムをベ−スマシンに取付けた状態の側
面図である。
FIG. 1 is a side view showing a state in which a column equipped with a rotary rod equipped with an agitator for excavator of the present invention is attached to a base machine.

【図2】図2は掘削機用攪拌装置の正面図である。FIG. 2 is a front view of a stirring device for an excavator.

【図3】掘削機用攪拌装置の平面図であって図3(A)
は掘削機用攪拌装置の平面図であり、図3(B)は図3
(A)の補助攪拌翼の側面図である。
FIG. 3 is a plan view of a stirring device for an excavator, which is shown in FIG.
FIG. 3 is a plan view of the agitator for an excavator, and FIG.
It is a side view of the auxiliary stirring blade of (A).

【図4】補助攪拌翼の斜視図である。FIG. 4 is a perspective view of an auxiliary stirring blade.

【図5】主回転ロッドの先端部の斜視図である。FIG. 5 is a perspective view of a tip portion of a main rotating rod.

【図6】補助回転翼の変形例の斜視図である。FIG. 6 is a perspective view of a modified example of the auxiliary rotor.

【図7】図7(A)乃至図7(D)は地面に深い建て穴
を穿孔し柱状パイルを形成して地盤を造成する時の様子
を示す図である。
7 (A) to 7 (D) are views showing a state in which a deep building hole is bored in the ground to form a columnar pile to form the ground.

【図8】従来の掘削機用攪拌装置で回転ロッドの先端部
の回転翼と該ロッドの回りに嵌挿した径の大きな筒体に
固着して取付けた不回転翼とを装着したタイプの斜視図
である。
FIG. 8 is a perspective view of a conventional excavator agitator equipped with rotary blades at the tip of a rotary rod and non-rotary blades fixedly attached to a large-diameter cylindrical body fitted around the rod. It is a figure.

【図9】従来の掘削機用攪拌装置で回転ロッドの先端部
に回転翼とロッドの回りに嵌挿した径の大きな回転ロッ
ドに固着して取付けた逆回転翼とを装着したタイプの斜
視図である。
FIG. 9 is a perspective view of a conventional stirring device for an excavator, in which a rotary blade is attached to the tip of a rotary rod and a reverse rotary blade fixedly attached to a large-diameter rotary rod that is fitted around the rod. Is.

【図10】従来の掘削機用攪拌装置で土中に深い穴を穿
孔しつつ土とコンクリ−トや硬化剤とを混合・攪拌し地
盤を形成する様子を示す図である。
FIG. 10 is a view showing a state in which the soil is mixed with a concrete or a hardening agent and stirred while forming a deep hole in the soil by the conventional stirring device for an excavator to form the ground.

【図11】改良した地盤とその上に立つ建造物とを示す
図である。
FIG. 11 is a diagram showing the improved ground and a structure standing on it.

【符号の説明】[Explanation of symbols]

1 回転ロッド 2 主回転ロッド 3 主攪拌翼 4 回転ア−ム
4a 回転軸 5 補助回転翼 5a ブッシュ 6 先端ヘッド 7 蓋 10 ベ−スマシン 11 コラム 12 ボックス 14 硬化剤注入口 51、51 板材 53 蝶番
54 固定棒
1 rotating rod 2 main rotating rod 3 main stirring blade 4 rotating arm
4a Rotating shaft 5 Auxiliary rotor 5a Bushing 6 Tip head 7 Lid 10 Base machine 11 Column 12 Box 14 Hardener injection port 51, 51 Plate material 53 Hinge
54 fixed rod

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 中空内部よりコンクリ−ト液或いは硬化
剤を噴出させる主回転ロッド周囲に土砂を混合・攪拌す
る複数枚の主掘削翼と回転ア−ムとを固着すると共に該
回転ア−ム回りに回動する複数枚の補助回転翼を枢着し
たことを特徴とする掘削機用攪拌装置。
1. A plurality of main excavating blades for mixing and stirring earth and sand and a rotating arm are fixed around the main rotating rod for ejecting a concrete liquid or a hardening agent from the inside of the hollow, and the rotating arm is also attached. A stirrer for an excavator, comprising a plurality of auxiliary rotor blades pivoting around.
【請求項2】 補助回転翼は、蝶番により一定角度回動
自在に枢着された二枚の板より構成されることを特徴と
する請求項第1項記載の掘削機用攪拌装置。
2. The agitator for an excavator according to claim 1, wherein the auxiliary rotary blade is composed of two plates pivotally attached to each other by a hinge so as to be rotatable at a constant angle.
JP9578192A 1992-03-23 1992-03-23 Agitator for excavator Expired - Lifetime JPH081062B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9578192A JPH081062B2 (en) 1992-03-23 1992-03-23 Agitator for excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9578192A JPH081062B2 (en) 1992-03-23 1992-03-23 Agitator for excavator

Publications (2)

Publication Number Publication Date
JPH06207411A JPH06207411A (en) 1994-07-26
JPH081062B2 true JPH081062B2 (en) 1996-01-10

Family

ID=14147022

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9578192A Expired - Lifetime JPH081062B2 (en) 1992-03-23 1992-03-23 Agitator for excavator

Country Status (1)

Country Link
JP (1) JPH081062B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100975089B1 (en) * 2010-02-08 2010-08-11 케이에스엠기술 주식회사 Agitating rod for ground excavation

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101037208B1 (en) * 2009-01-21 2011-05-26 조양건설주식회사 drilling rod

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100975089B1 (en) * 2010-02-08 2010-08-11 케이에스엠기술 주식회사 Agitating rod for ground excavation

Also Published As

Publication number Publication date
JPH06207411A (en) 1994-07-26

Similar Documents

Publication Publication Date Title
KR100503755B1 (en) Multi-Folding Blade in Agitating Eqipment for Soil Improvement
JP2806217B2 (en) Underground excavator
JP3972075B2 (en) Agitator for ground improvement machine
JPH081062B2 (en) Agitator for excavator
JPH09296439A (en) Soil improvement device
JP2511359B2 (en) Mixing equipment for excavated soil in ground improvement method
JP3494236B2 (en) Mechanical stirrer
JP2001226956A (en) Soil improvement stirring machine with sampler
JP3747093B2 (en) Ground improvement device
JPH05272127A (en) Stirring apparatus for excavator
JP2899671B2 (en) Continuous drilling soil cement wall method and construction excavator
JP3753912B2 (en) Ground improvement agitator with sampler
JP2600011B2 (en) Ground improvement equipment
JP3665028B2 (en) Excavation stirrer for ground improvement
JP3598205B2 (en) Ground improvement method using stirrer and stirrer
JP3945746B2 (en) Ground improvement agitator
JP2793687B2 (en) Drilling rig
JP3003193U (en) Rotating ground improvement device
KR200370642Y1 (en) Multi-Folding Blade in Agitating Eqipment for Soil Improvement
JP3530960B2 (en) Attachment for drilling and stirring
JP3005597U (en) Forced stirring blade device of foundation construction machine
JP3648439B2 (en) Ground improvement stirrer and ground improvement method
JPH10195911A (en) Excavating, mixing and agitating equipment for construction machinery
JPH08193323A (en) Bucket with agitator
JPH07238543A (en) Execution method of wide flange beam pile