JP2002371544A - Method and device for kneading earth and solidifying material - Google Patents

Method and device for kneading earth and solidifying material

Info

Publication number
JP2002371544A
JP2002371544A JP2001179693A JP2001179693A JP2002371544A JP 2002371544 A JP2002371544 A JP 2002371544A JP 2001179693 A JP2001179693 A JP 2001179693A JP 2001179693 A JP2001179693 A JP 2001179693A JP 2002371544 A JP2002371544 A JP 2002371544A
Authority
JP
Japan
Prior art keywords
bucket
earth
sand
weight
solidified material
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2001179693A
Other languages
Japanese (ja)
Inventor
Yutaka Nishikawa
西川  豊
Toshiaki Ishida
敏明 石田
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.)
Toa Corp
Original Assignee
Toa Corp
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 Toa Corp filed Critical Toa Corp
Priority to JP2001179693A priority Critical patent/JP2002371544A/en
Publication of JP2002371544A publication Critical patent/JP2002371544A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To provide a method and a device for kneading earth and a solidifying material that can economically perform positive soil improvement work by providing an agitating device for kneading the earth and the solidifying material, inside a bucket, and agitating to mix the solidifying material corresponding to the quantity of the scooped-up earth and sand, and then discharging the kneaded material. SOLUTION: The weight of the bucket 1 is measured before scooping up the earth and sand with the bucket 1. Then the weight with the earth and sand scooped up with the bucket 1 is measured and recorded, and the weight of the bucket 1 is subtracted to obtain the weight of the scooped-up earth and sand. The solidifying material corresponding to the weight of the scooped-up earth and sand is added into the bucket 1 at a predetermined rate, and the earth and sand and the solidifying material are kneaded in the bucket and then discharged.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、軟弱な土砂を固化
処理するためにバックホウですくい取った軟弱な土砂
に、予め決定している割合の固化材をバックホウのバケ
ット内に供給して攪拌混練して排出することで、軟弱な
土砂の固化処理を行なう土砂と固化材の混練方法および
装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method in which a predetermined ratio of solidified material is supplied into a backhoe bucket to soft soil which has been scooped with a backhoe in order to solidify the soft soil. TECHNICAL FIELD The present invention relates to a method and an apparatus for kneading earth and sand with a solidified material, which solidifies soft earth and sand by discharging the soil.

【0002】[0002]

【従来の技術】従来、バックホウ等で浚渫した軟弱な土
砂に固化材を混合して軟弱な土砂の有効利用をはかる工
事が盛んに行なわれているが、そのような土砂の固化処
理などを一度に多量扱う工事の場合、その作業コストの
縮減は大きな課題となっている。
2. Description of the Related Art Conventionally, there has been a great deal of work to mix solidified materials with soft earth and sand dredged with a backhoe or the like to make effective use of the soft earth and sand. In the case of large-scale construction work, reduction of the work cost is a major issue.

【0003】そこで、従来から行なわれている土砂の固
化処理技術としては、まず土砂をすくい取ってミキサー
へ投入の後、ミキサー内に固化材を添加の上攪拌混合を
行なった後排出する工程の組合せのフローが用いられて
いる。
[0003] Therefore, the conventional solidification technique of earth and sand includes a step of scooping and putting earth and sand into a mixer, adding a solidified material into the mixer, stirring and mixing, and then discharging. A combined flow is used.

【0004】また、バックホウを利用した地盤改良用の
発明および考案は従来から数多く案出されており、例え
ば実開平2−89041号の地盤改良用バケットに関す
る考案におていは、作業機のアームに首振り自在に取付
けられ、硬化剤を土壌に混合するバックホウ型のバケッ
トの両側の側板部と、これらの側板部に両端を固着して
設けられ、かつ掘削爪を有する板状部と、その板状部に
連なり、かつ両側を前記側板部に固着した格子部とによ
り構成し、前記側板部間に攪拌体を架設し、その攪拌体
を回転させる油圧モータをバケットに取付けたことを特
徴としている。
[0004] Also, many inventions and ideas for ground improvement using a backhoe have been devised in the past. For example, in the invention relating to a ground improvement bucket disclosed in Japanese Utility Model Application Laid-Open No. 2-89041, an arm of a working machine is used. Side plates on both sides of a backhoe-type bucket that is swingably mounted and mixes a hardening agent into the soil, a plate-shaped portion provided with both ends fixed to these side plates, and having excavation claws; And a lattice portion connected to the side plate portion and fixed on both sides to the side plate portion, a stirrer is provided between the side plate portions, and a hydraulic motor for rotating the stirrer is attached to the bucket. .

【0005】上記の考案では軟弱でない地盤であって
も、バケットにより地盤を掘削しながら硬化剤の混入を
行い、またバケットにより地表面を掻きならすことがで
き、硬化剤混入作業後に、別の作業機を要することなく
整地ができる利点を有している。
According to the above-mentioned invention, even if the ground is not soft, the hardener can be mixed while the ground is excavated by the bucket, and the ground surface can be scraped by the bucket. It has the advantage of leveling without the need for a machine.

【0006】しかしながら、上記従来のバケットでは、
バケットを地盤中に突っ込んだ状態で硬化剤を混入させ
ており、その改良地盤の土砂に適切な割合の硬化剤を混
合させることはできず、本発明のように軟弱な土砂に予
め決定している割合の固化材を添加して固化処理するこ
とはできない。
However, in the above-mentioned conventional bucket,
The hardening agent is mixed in the state that the bucket is inserted into the ground, and it is impossible to mix an appropriate ratio of hardening agent into the soil of the improved ground, and it is determined in advance as soft soil as in the present invention. It is not possible to add a certain percentage of the solidifying material for solidification treatment.

【0007】[0007]

【発明が解決しようとする課題】本発明は、バケット内
に土砂と固化材を混練する攪拌用羽根を内設し、すくい
取った土砂の量に見合った固化材を攪拌混合して排出す
ることにより、確実な固化処理が行なえると共に、作業
の省力化および経済化をはかることができる土砂と固化
材の混練方法および装置を提供する。
SUMMARY OF THE INVENTION According to the present invention, a stirring blade for kneading earth and sand and a solidified material is provided in a bucket, and the solidified material corresponding to the amount of the scooped earth and sand is mixed and discharged. Accordingly, a method and apparatus for kneading earth and sand and a solidified material, which can perform a reliable solidification process and can save labor and economical work.

【0008】[0008]

【課題を解決するための手段】本発明は、バックホウの
バケットで土砂をすくい取る前にバケットの重量を測定
した後、バケットで土砂をすくい取った時の重量を測定
し記録して前記の重量を減ずることで、すくい取った土
砂の重量を求め、予め決定している割合ですくい取った
土砂の重量に応じた固化材をバケット内に添加し、それ
ら土砂と固化材をバケット内で混練の後排出する土砂と
固化材の混練方法からなり、また本発明は、バックホウ
にバケットですくい取った土砂の重量を測定し記録する
手段を設け、かつ上記の測定した土砂の重量に応じた固
化材をバケット内に供給する固化材供給口を配設すると
共に、そのバケット内で土砂と固化材を混練する攪拌用
羽根を内設した土砂と固化材の混練装置からなり、さら
に本発明の土砂と固化材の混練装置は、上記のバックホ
ウのバケットですくい取った土砂の重量を測定する時以
外は、バケットを固縛する固縛装置を具備していること
からなる。
SUMMARY OF THE INVENTION According to the present invention, the weight of a bucket is measured before scooping the earth and sand with a backhoe bucket, and the weight of the bucket when the earth and sand is scooped is measured and recorded. Calculate the weight of the scooped earth and sand, add a solidifying material according to the weight of the scooped earth and sand in a bucket at a predetermined ratio, and knead the sand and solidified material in the bucket. The present invention further comprises a method of measuring and recording the weight of the earth and sand that has been scooped by a bucket on a backhoe, and the solidification material according to the weight of the earth and sand measured above. A solidification material supply port for supplying the solidified material into the bucket, and a kneading device for mixing the soil and the solidified material with stirring blades for mixing the soil and the solidified material in the bucket. Kneading apparatus of material, except when measuring the weight of earth and sand scooped by a bucket of the backhoe consists are provided with a lashing device for lashing the bucket.

【0009】[0009]

【発明の実施の形態】以下図面を参照して本発明の土砂
と固化材の混練方法に適用する装置の一実施形態につき
説明するが、図1はその装置の全体配置側面図であり、
図2は図1のバケットの要部側面図、図3は図2のバケ
ットのA−A方向の要部平面図、図4は図3のB−B方
向の要部側面図で、さらに図5は図2のバケットの固縛
装置の油圧シリンダを示す要部平断面図、図6は図2の
攪拌装置用油圧モータの拡大平面図、そして図7は図2
の攪拌装置を示すC−C方向の正断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of an apparatus applied to a method for kneading earth and sand and a solidified material according to the present invention will be described below with reference to the drawings. FIG.
2 is a main part side view of the bucket of FIG. 1, FIG. 3 is a main part plan view in the AA direction of the bucket of FIG. 2, and FIG. 4 is a main part side view of the bucket BB direction of FIG. 5 is a plan view of a main part of a hydraulic cylinder of the bucket securing device of FIG. 2, FIG. 6 is an enlarged plan view of the hydraulic motor for the stirring device of FIG. 2, and FIG.
It is a front sectional view in the CC direction showing the stirring device of FIG.

【0010】この装置は、図1のバックホウ15の土砂
をすくいとる操作を行なう図2のバケット1内に油圧装
置3により駆動チェン8を介して攪拌用羽根4を駆動す
る攪拌装置を設けると共に、このバケット1内にセメン
ト16またはモルタル等の固化材を供給する固化材注入
口5を配設している。
In this apparatus, a stirring device for driving a stirring blade 4 via a drive chain 8 by a hydraulic device 3 is provided in a bucket 1 shown in FIG. 2 for scooping the earth and sand of a backhoe 15 shown in FIG. In the bucket 1, a solidification material inlet 5 for supplying a solidification material such as cement 16 or mortar is provided.

【0011】また、上記のバケット1で土砂をすくい取
る前にバケット1の重量を測定した後、バケット1で土
砂をすくい取った時の重量を測定して記録し、その重量
から前記バケット1の重量を減じてすくい取った土砂の
正味重量を求め、予め決定している割合ですくい取った
土砂の重量に応じたセメント16等の固化材の量を計算
し、それを表示する表示計17がバックホウ15の運転
室に設けられている。バケット1で土砂をすくい取った
時の重量を測定して記録した後、バケット1をバックホ
ウのアームに固定されている蓋2に押しつけて、バケッ
ト1内のものがこぼれないようにする。
Further, the weight of the bucket 1 is measured before scooping the earth and sand with the bucket 1, and the weight of the bucket 1 when the earth and sand is scooped is measured and recorded. The net weight of the scooped earth and sand is calculated by subtracting the weight, the amount of the solidified material such as cement 16 is calculated according to the weight of the scooped earth and sand at a predetermined ratio, and the indicator 17 for displaying the calculated amount is obtained. It is provided in the cab of the backhoe 15. After measuring and recording the weight of the soil when the bucket 1 is scooped, the bucket 1 is pressed against the lid 2 fixed to the arm of the backhoe so as to prevent the inside of the bucket 1 from spilling.

【0012】上記のセメント16は図1に示す水タンク
18からの適量の水Wと共にモルタルミキサー19で混
練の後、固化材注入ポンプ20により固化材供給管21
を介して前記固化材注入口5から上記すくい取った土砂
の重量に応じた量の固化材がバケット1内に添加され
る。
The cement 16 is kneaded in a mortar mixer 19 together with an appropriate amount of water W from a water tank 18 shown in FIG.
The amount of the solidified material corresponding to the weight of the scooped earth and sand from the solidified material injection port 5 is added into the bucket 1 through the bucket.

【0013】次いで、バケット1内の攪拌用羽根4の駆
動により、すくい取られた土砂と添加された固化材は所
定時間攪拌混合された後、固化材混合土砂としてバケッ
ト1から排出される。
Next, by driving the stirring blades 4 in the bucket 1, the scooped earth and the added solidified material are stirred and mixed for a predetermined time, and then discharged from the bucket 1 as solidified material mixed earth and sand.

【0014】その後バケット1内から土砂を排出して残
った混合土砂Oの状態に設定し、次の土砂をバケット1
ですくい取ってその重量を測定し、その重量に見合った
量の固化材の添加を行い攪拌混合し、排出する上記と同
じ手順を繰り返し行なう。
Thereafter, the earth and sand is discharged from the bucket 1 to set the state of the mixed earth and sand O remaining, and the next earth and sand is poured into the bucket 1.
The same procedure as above is repeated by scooping, measuring the weight, adding a solidifying material in an amount corresponding to the weight, stirring and mixing, and discharging.

【0015】上記バケット1は、バケット支持軸12に
よりロードセル7を介して支持されており、このロード
セル7によりバケット1の重量が測定されるようになっ
ており、またバケット1の開口部の上部に配設された攪
拌蓋2に対し図2の矢印Rで示す範囲に開閉可能になっ
ており、攪拌蓋2はリンク金物6を介してバックホウ1
5側に取り付けられている。
The bucket 1 is supported by a bucket supporting shaft 12 via a load cell 7, and the weight of the bucket 1 is measured by the load cell 7. The stirring lid 2 can be opened and closed in a range indicated by an arrow R in FIG.
It is attached to the 5 side.

【0016】さらに、バケット1の背面上部にはデスク
板11が取り付けられており、バックホウ15側に配設
された1対の固縛シリンダ9により図5において矢印S
のごとく出入りする固縛装置10で上記バケット1のデ
スク板11を左右から挟んで固縛するようにしており、
この固縛装置10は、図3及び図4に示すごとく、バケ
ット1の重量の測定時にはバケット1をほぼ水平にして
固縛装置10を外し、それ以外の時には固縛装置10を
働かせてバケット1を固定するようにしている。なお、
図1において22で示すのは発動電動機であり、23で
示すのは遠隔操作ケーブルである。
Further, a desk plate 11 is attached to the upper part of the back surface of the bucket 1, and a pair of lashing cylinders 9 arranged on the backhoe 15 side cause an arrow S in FIG.
With the lashing device 10 that goes in and out, the desk plate 11 of the bucket 1 is sandwiched from the left and right, and lashed,
As shown in FIGS. 3 and 4, the lashing device 10 removes the lashing device 10 while measuring the weight of the bucket 1 while keeping the bucket 1 substantially horizontal, and otherwise operates the lashing device 10 to operate the bucket 1. Is fixed. In addition,
In FIG. 1, reference numeral 22 denotes a starting motor, and reference numeral 23 denotes a remote control cable.

【0017】[0017]

【発明の効果】以上に説明した本発明の土砂と固化材の
混練方法および装置によれば、土砂と固化材の攪拌混合
装置をバケット1内に組み込んでいるので、攪拌混合装
置を別個に設けるより設備費用が減少し、攪拌混合の運
転管理要員を削減でき、しかも装置全体の占有設置面積
が少なくてすむ。
According to the method and apparatus for kneading earth and sand and the solidified material of the present invention described above, since the apparatus for stirring and mixing earth and sand and the solidified material is incorporated in the bucket 1, a separate stirring and mixing device is provided. The equipment cost is further reduced, the number of operation management personnel for stirring and mixing can be reduced, and the occupied installation area of the entire apparatus can be reduced.

【0018】また、バックホウの運転者一人で土砂をす
くい取ったり、処理土砂量の計測や、固化材の計量、添
加、攪拌混合及び排出の作業で行なえて省力化がはかれ
る。
In addition, the backhoe driver can scoop up the earth and sand alone, measure the amount of treated earth and sand, measure, add, agitate and mix and discharge the solidified material to save labor.

【0019】従って、本発明を取り入れることによって
施工コストを従来の工法に比べて約2/3以下に低減で
きて経済的な作業を行なうことができる。
Therefore, by incorporating the present invention, the construction cost can be reduced to about 2/3 or less as compared with the conventional construction method, and economical work can be performed.

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

【図1】本発明の土砂の固化材の混練方法を適用する装
置の一実施形態における全体配置側面図である。
FIG. 1 is an overall arrangement side view of an embodiment of an apparatus to which a method for kneading a solidified material of earth and sand according to the present invention is applied.

【図2】図1のバケットの要部側面図である。FIG. 2 is a side view of a main part of the bucket of FIG. 1;

【図3】図2のバケットのA−A方向の要部平面図であ
る。
FIG. 3 is a plan view of a principal part of the bucket of FIG. 2 in the AA direction.

【図4】図3のB−B方向の要部側面図である。FIG. 4 is a side view of a main part in a BB direction of FIG. 3;

【図5】図2のバケットの固縛装置の油圧シリンダを示
す要部平断面図である。
FIG. 5 is a plan sectional view showing a main part of a hydraulic cylinder of the bucket securing device of FIG. 2;

【図6】図2の攪拌装置用油圧モータの拡大平面図であ
る。
FIG. 6 is an enlarged plan view of the hydraulic motor for the stirrer in FIG. 2;

【図7】図2の攪拌装置を示すC−C方向の正断面図で
ある。
FIG. 7 is a front sectional view of the stirrer shown in FIG. 2 taken along the line CC.

【符号の説明】[Explanation of symbols]

1 バケット 4 攪拌用羽根 5 固化材供給口 10 固縛装置 15 バックホウ DESCRIPTION OF REFERENCE NUMERALS 1 bucket 4 stirring blade 5 solidification material supply port 10 lashing device 15 backhoe

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 バックホウのバケットで土砂をすくい取
る前にバケットの重量を測定した後、バケットで土砂を
すくい取った時の重量を測定し記録して前記の重量を減
ずることで、すくい取った土砂の重量を求め、予め決定
している割合ですくい取った土砂の重量に応じた固化材
をバケット内に添加し、それら土砂と固化材をバケット
内で混練の後排出する土砂と固化材の混練方法。
1. The scooping is performed by measuring the weight of the bucket before scooping the earth and sand with the backhoe bucket, measuring and recording the weight of the bucket when scooping the earth and sand, and reducing the weight. Determine the weight of the earth and sand, add a solidified material corresponding to the weight of the earth and sand that has been skimmed at a predetermined ratio into the bucket, knead the soil and the solidified material in the bucket, and discharge the solidified material and the solidified material. Kneading method.
【請求項2】 バックホウにバケットですくい取った土
砂の重量を測定し記録する手段を設け、かつ上記の測定
した土砂の重量に応じた固化材をバケット内に供給する
固化材供給口を配設すると共に、そのバケット内で土砂
と固化材を混練する攪拌用羽根を内設した土砂と固化材
の混練装置。
2. A backhoe is provided with means for measuring and recording the weight of the earth and sand scooped by a bucket, and a solidified material supply port for supplying a solidified material corresponding to the measured weight of the earth and sand into the bucket. And a kneading device for soil and solidified material having stirring blades for mixing the soil and solidified material in the bucket.
【請求項3】 バケットですくい取った土砂の重量を測
定する時以外は、バケットを固縛する固縛装置を具備し
ている請求項2記載の土砂と固化材の混練装置。
3. The kneading apparatus of claim 2, further comprising a securing device for securing the bucket except when measuring the weight of the earth and sand removed from the bucket.
JP2001179693A 2001-06-14 2001-06-14 Method and device for kneading earth and solidifying material Pending JP2002371544A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001179693A JP2002371544A (en) 2001-06-14 2001-06-14 Method and device for kneading earth and solidifying material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001179693A JP2002371544A (en) 2001-06-14 2001-06-14 Method and device for kneading earth and solidifying material

Publications (1)

Publication Number Publication Date
JP2002371544A true JP2002371544A (en) 2002-12-26

Family

ID=19020224

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001179693A Pending JP2002371544A (en) 2001-06-14 2001-06-14 Method and device for kneading earth and solidifying material

Country Status (1)

Country Link
JP (1) JP2002371544A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009057748A (en) * 2007-08-31 2009-03-19 Furoo Techno Kk Agitator for shallow ground improvement, shallow ground improver, shallow ground improvement system, construction method for improving shallow ground, and construction method for improving contaminated soil
JP2009108581A (en) * 2007-10-30 2009-05-21 Penta Ocean Construction Co Ltd Earth and sand impurity separating bucket and separating method
EP2236678A3 (en) * 2009-03-31 2010-11-17 Alessandro Foffani Bucket for treating excavated soil, earthwork machine equipped with said bucket, and method for treating excavated soil using said bucket.
JP2014152515A (en) * 2013-02-08 2014-08-25 Chemical Grouting Co Ltd Ground improvement method and system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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JP2009108581A (en) * 2007-10-30 2009-05-21 Penta Ocean Construction Co Ltd Earth and sand impurity separating bucket and separating method
EP2236678A3 (en) * 2009-03-31 2010-11-17 Alessandro Foffani Bucket for treating excavated soil, earthwork machine equipped with said bucket, and method for treating excavated soil using said bucket.
JP2014152515A (en) * 2013-02-08 2014-08-25 Chemical Grouting Co Ltd Ground improvement method and system

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