JPS6327492B2 - - Google Patents

Info

Publication number
JPS6327492B2
JPS6327492B2 JP55122646A JP12264680A JPS6327492B2 JP S6327492 B2 JPS6327492 B2 JP S6327492B2 JP 55122646 A JP55122646 A JP 55122646A JP 12264680 A JP12264680 A JP 12264680A JP S6327492 B2 JPS6327492 B2 JP S6327492B2
Authority
JP
Japan
Prior art keywords
soil
paddle
conveyor
mixing
stabilizer
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
Application number
JP55122646A
Other languages
Japanese (ja)
Other versions
JPS5748043A (en
Inventor
Shinko Kikegawa
Baku Takano
Norio Yamamoto
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.)
Nikko Corp Ltd
Original Assignee
Nippon Hodo 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 Nippon Hodo Co Ltd filed Critical Nippon Hodo Co Ltd
Priority to JP12264680A priority Critical patent/JPS5748043A/en
Publication of JPS5748043A publication Critical patent/JPS5748043A/en
Publication of JPS6327492B2 publication Critical patent/JPS6327492B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 この発明は粘性土を改良するために用いられる
粘性土改良機に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a clay soil improving machine used for improving clay soil.

近時、土木工事の拡大とともに盛土、路床の築
造等に適した土を工事現場付近で得ることが困難
となり、遠方より良質な土を多大の経費をかけて
運搬している。一方、土地の有効利用のため、従
来は放置されていた軟弱地盤地帯に構築物を施工
することが増加しているがその堀削時、発生する
土は軟弱なため盛土材などに使用することができ
ないため、遊休地に捨てられている。このように
して土木工事においては、一方で盛土などに必要
な良質の土が不足し、他方では利用できない土が
捨てられている。したがつて現状では、高含水比
の軟弱な土を改良して活用することは極めて重要
であり、その経済的効果は大きい。
Recently, with the expansion of civil engineering work, it has become difficult to obtain soil suitable for building embankments, roadbeds, etc. near construction sites, and high-quality soil has to be transported from far away at great expense. On the other hand, in order to make effective use of land, structures are increasingly being constructed on areas with soft ground that had previously been left unattended, but the soil generated during excavation is so weak that it cannot be used for embankment materials, etc. Because it cannot be done, it is abandoned on idle land. In this way, in civil engineering work, on the one hand, there is a shortage of high-quality soil necessary for embankments, and on the other hand, unusable soil is thrown away. Therefore, at present, it is extremely important to improve and utilize soft soil with a high moisture content, and its economic effects are large.

これら高含水の軟弱土、粘性土の改良には、粘
性土に石灰、セメントなどの安定材と砂、石粉、
乾燥砂などの混合助材を加えて混合する方法が採
られている。これには自走式ミキサなどを使用す
る路上混合方式や適切な場所にパグミルミキサな
どの大型混合機を設置して処理する定置混合方式
などが考えられているが、前者にあつては混合最
大厚みが60cm以下であるため、被処理土を60cmの
厚みに敷き均らすことが必要となり、手数がかか
り、コストが高くなる。後者にあつては高含水比
の粘性土を処理する際には土の供給、解砕、安定
材や混合助材の混合に問題があり、実用化されて
いない。
To improve these soft soils and clayey soils with high water content, stabilizers such as lime and cement, sand, stone powder, etc.
A method of mixing by adding a mixing aid such as dry sand is adopted. Possible methods for this include on-the-street mixing using a self-propelled mixer, and stationary mixing using a large mixer such as a pug mill mixer installed at an appropriate location. Since the thickness of the soil is less than 60 cm, it is necessary to spread the soil to be treated to a thickness of 60 cm, which is time-consuming and increases costs. The latter method has not been put to practical use because there are problems with supplying the soil, crushing it, and mixing stabilizers and mixing aids when treating clayey soil with a high moisture content.

この発明は上記の問題点を解決するために、粘
性土に土質安定材と混合助材を添加混合して粘性
土を改良する粘性土の改良機において、粘性土、
土質安定材、混合助材を各々独立して供給するホ
ツパと、これらのホツパから供給される粘性土と
土質安定材と混合助材とを層状に積載して移送す
るコンベアと、このコンベアにより移送される粘
性土と土質安定材と混合助材とからなる層状物を
解砕、混合するパドルをパドル軸に備えたロータ
リカツタとを具備し、上記ロータリカツタのパド
ルとパドル軸は中空とされ、かつパドル先端部に
パドル軸から送り込まれた粉状安定材や乾燥空気
を噴出する噴出穴が設けられた構成としたもので
ある。
In order to solve the above-mentioned problems, this invention provides a clay soil improvement machine that improves clay soil by adding and mixing a soil stabilizer and a mixing aid to clay soil.
A hopper that supplies the soil stabilizing material and the mixed auxiliary material independently, a conveyor that loads and transports the clay soil, the soil stabilizer, and the mixed auxiliary material supplied from these hoppers in layers, and the conveyor that transports the clay soil, the soil stabilizer, and the mixed auxiliary material. a rotary ivy equipped with a paddle on a paddle shaft for crushing and mixing a layered material consisting of clayey soil, a soil stabilizing material, and a mixing auxiliary material, and the paddle and paddle shaft of the rotary ivy are hollow, In addition, the tip of the paddle is provided with an ejection hole through which the powdered stabilizer and dry air sent from the paddle shaft are ejected.

以下、この発明を図面を参照して詳しく説明す
る。第1図ないし第3図はこの発明の粘性土改良
機の一例を示すもので、図中符号1を付したもの
は基台で現場に設けられた基礎上に設置されてい
る。基台1の一端部上方には、粘性土などの被処
理土を投入するホツパ2が設けられホツパ2の下
方には投入された被処理土を送るフイーダ3が設
けられ、ホツパ2の側部にはゲート4とゲート4
の開度を調節する油圧シリンダ5と回転カツタ6
が設けられている。
Hereinafter, the present invention will be explained in detail with reference to the drawings. Figures 1 to 3 show an example of a clayey soil improver according to the present invention, and the one designated by the reference numeral 1 in the figures is a base, which is installed on a foundation provided at the site. Above one end of the base 1 is provided a hopper 2 into which soil to be treated such as clayey soil is fed, and below the hopper 2 is provided a feeder 3 for feeding the soil to be treated. gate 4 and gate 4
Hydraulic cylinder 5 and rotary cutter 6 that adjust the opening degree of
is provided.

フイーダ3の下方には被処理土と安定材の混合
効果を高める砂、石粉、乾燥砂などの混合助材を
運ぶコンベア7と混合助材を蔵するホツパ8が設
けられ、ホツパ8の下方には混合助材を移送する
フイーダ9が斜め上方に延びて設けられている。
フイーダ9の上方には混合助材の供給量を一定に
するためのゲート10が設けられている。
Below the feeder 3, a conveyor 7 for conveying mixed auxiliary materials such as sand, stone powder, dry sand, etc. that enhances the mixing effect of the soil to be treated and the stabilizing material, and a hopper 8 for storing the mixed auxiliary materials are installed. A feeder 9 for conveying the mixed auxiliary material is provided extending diagonally upward.
A gate 10 is provided above the feeder 9 to keep the amount of mixed auxiliary materials supplied constant.

基台1の略中央部にはセメント、石灰などの安
定材を貯蔵するホツパ11が設けられ、ホツパ1
1の下方には安定材を移送するフイーダ12が設
けられ、またホツパ11の上方には安定材をホツ
パ11に送り込むためのコンベア13が設けられ
ている。ホツパ11の出口部には安定材の供給量
を一定にするためのゲート14が設けられてい
る。上記フイーダ3とフイーダ9、及びフイーダ
12は、フイーダ9の排出端を最上流位置(第1
図で左側)に、次いでフイーダ3の排出端、最下
流位置にフイーダ12の排出端を配設して設けら
れ、上記フイーダ3,9,12の排出端の下に、
一台のコンベア15が設けられている。したがつ
て上記の構成では、コンベア15のコンベアベル
ト15a上には、まずフイーダ9によつて混合助
材が運び込まれ、その混合助材の上にフイーダ3
により粘性土が載せられるとともに、その粘性土
の上にフイーダ12により土質安定材が載せら
れ、混合助材、粘性土、及び土質安定材が層状に
積層されて第1図で左から右に運ばれる。
A hopper 11 for storing stabilizing materials such as cement and lime is provided approximately in the center of the base 1.
A feeder 12 for transporting the stabilizer is provided below the hopper 11, and a conveyor 13 for feeding the stabilizer to the hopper 11 is provided above the hopper 11. A gate 14 is provided at the outlet of the hopper 11 to keep the amount of stabilizer supplied constant. The feeder 3, the feeder 9, and the feeder 12 are arranged so that the discharge end of the feeder 9 is located at the most upstream position (first
(on the left side in the figure), then the discharge end of the feeder 3, and the discharge end of the feeder 12 at the most downstream position, and below the discharge ends of the feeders 3, 9, 12,
One conveyor 15 is provided. Therefore, in the above configuration, the mixed auxiliary material is first conveyed onto the conveyor belt 15a of the conveyor 15 by the feeder 9, and the feeder 3 is placed on top of the mixed auxiliary material.
Cohesive soil is placed on top of the clay soil, and a soil stabilizing material is placed on top of the clay soil by the feeder 12, and the mixed auxiliary material, clay soil, and soil stabilizing material are layered and transported from left to right in Figure 1. It will be done.

基台1の一端部には2連式のロータリカツタ1
6,17が設けられている。この2連式のロータ
リカツタ16,17は側板18に軸受を介して取
り付けられているパドル軸19,20とこれらパ
ドル軸19,20に着脱自在に取りつけられた多
数個のパドル21,21′,21″…,22,2
2′,22″…によつて構成され、原動機(図示せ
ず)によつて第1図に示すように互いに逆回転方
向に回転させられている。パドル軸19,20お
よびパドル21,21′…,22,22′…は中空
に形成されており、パドル軸19,20の一端は
回り継ぎ手23を介してホース24に連結され、
ホース24は粉体空気圧送装置(図示せず)ある
いはブロア(図示せず)に連結されている。パド
ル21,21′…,22,22′…の先端部には噴
出穴25が穿設されていてホース24を通して粉
体空気圧送装置あるいはブロアから送られた粉状
安定材あるいは乾燥空気を噴出することができ
る。パドル21,21′…,22,22′…は処理
する被処理土の性状に応じてその形状のことなる
ものを用いることができる。また、ロータリカツ
タ16,17全体は厚板などで強固に形成された
筐体26によつて処理土の排出口部分をのぞいて
包みこまれている。
A double rotary cutter 1 is attached to one end of the base 1.
6 and 17 are provided. These two-barrel rotary cutters 16, 17 have paddle shafts 19, 20 attached to the side plate 18 via bearings, and a large number of paddles 21, 21' detachably attached to these paddle shafts 19, 20. 21″..., 22, 2
2', 22''... and are rotated by a prime mover (not shown) in mutually opposite rotational directions as shown in FIG. 1. Paddle shafts 19, 20 and paddles 21, 21' ..., 22, 22'... are formed hollow, and one end of the paddle shafts 19, 20 is connected to a hose 24 via a swivel joint 23.
The hose 24 is connected to a powder air pumping device (not shown) or a blower (not shown). A blowout hole 25 is bored at the tip of each of the paddles 21, 21'..., 22, 22'... to blow out powdered stabilizer or dry air sent from a powder air pumping device or blower through a hose 24. be able to. Paddles 21, 21'..., 22, 22'... may have different shapes depending on the properties of the soil to be treated. Further, the rotary cutters 16, 17 are entirely enclosed by a housing 26 which is strongly formed of a thick plate or the like, except for the discharge port for treated soil.

ロータリカツタ17の下方にはロータリカツタ
17の下方から斜め上方に延びた排出コンベア2
7が設けられ、この排出コンベア27は解砕、混
合された処理土を外部に排出する。また、排出コ
ンベア27を包みこむようにダクト28が設けら
れ、ダクト28の上方には排気口29が設けられ
ている。
Below the rotary cutter 17 is a discharge conveyor 2 extending obliquely upward from the bottom of the rotary cutter 17.
7 is provided, and this discharge conveyor 27 discharges the crushed and mixed treated soil to the outside. Further, a duct 28 is provided so as to enclose the discharge conveyor 27, and an exhaust port 29 is provided above the duct 28.

以上の様に構成された粘性土の改良機の作用に
ついて次に説明する。ホツパ2には処理すべき粘
性土などの被処理土がバケツトローダなどによつ
て投入され、フイーダ3によりコンベア15上へ
移送される。この時、被処理土中に混在する大き
な土塊は回転カツタ6によつて解砕され、ゲート
4によりコンベア15への移送量は定量化され
る。ホツパ8には砂、石粉、乾燥砂などの混合助
材がコンベア7により送られ、更にフイーダ9に
よりコンベア15の方に送られるが、ゲート10
により移送量は定量化される。ホツパ11には石
灰、セメントなどの安定材がコンベア13により
送り込まれ、フイーダ12によりコンベア15に
送られるが、ゲート14によつて安定材の送給量
が定量化される。コンベア15のコンベアベルト
15a上面には、上記のように運ばれた被処理土
と混合助材と安定材が、最下層に混合助材が、そ
の上に被処理土が、更にその上に安定材が順次層
状に積層される。この層状物はコンベア15の出
口側においてコンベア15の上面とフイーダ12
の下面にはさまれて圧密されてロータリカツタ1
6の方に送り出される。
The operation of the clay soil improving machine constructed as above will be explained next. The soil to be treated, such as clay soil, is loaded into the hopper 2 by a bucket loader or the like, and is transferred onto the conveyor 15 by the feeder 3. At this time, large lumps of soil mixed in the soil to be treated are crushed by the rotary cutter 6, and the amount transferred to the conveyor 15 is quantified by the gate 4. Mixed auxiliary materials such as sand, stone powder, and dry sand are sent to the hopper 8 by a conveyor 7, and further sent to the conveyor 15 by a feeder 9.
The amount transferred is quantified by Stabilizing materials such as lime and cement are fed into the hopper 11 by a conveyor 13 and fed to a conveyor 15 by a feeder 12, and the feed amount of the stabilizing material is quantified by a gate 14. On the upper surface of the conveyor belt 15a of the conveyor 15, the soil to be treated, the mixed auxiliary material, and the stabilizing material transported as described above are placed on the bottom layer, the mixed auxiliary material is on the bottom layer, the soil to be treated is on top of that, and the soil is stabilized on top of that. Materials are layered one after another. This layered material is disposed between the upper surface of the conveyor 15 and the feeder 12 on the exit side of the conveyor 15.
The rotary cutter 1 is sandwiched between the underside of the
6 will be sent out.

前記層状物はロータリカツタ16のパドル2
1,21′,21″…によつてまず、厚み1cm以下
に切断され、切断された層状物は筐体26に衝突
して解砕され、ついでロータリカツタ17のパド
ル22,22′,22″…によつて十分に混合され
排出コンベア27上に集積され、排出コンベア2
7により外部に排出され、製品として貯蔵もしく
は搬出される。
The layered material is the paddle 2 of the rotary cutter 16.
1, 21', 21''... to a thickness of 1 cm or less, the cut layered material collides with the housing 26 and is crushed, and then the paddles 22, 22', 22'' of the rotary cutter 17 ... is sufficiently mixed and accumulated on the discharge conveyor 27, and the discharge conveyor 2
7 and is discharged to the outside and stored or transported as a product.

上記処理において、パドル21,21′…,2
2,22′…に穿設された噴出穴25より粉状の
安定材を噴出させる。これにより、解砕、混合の
効果が高まり、十分に処理できるようになる。
In the above process, the paddles 21, 21'..., 2
Powdered stabilizer is jetted out from jetting holes 25 drilled at 2, 22', . . . . This increases the effectiveness of crushing and mixing, allowing for sufficient processing.

また、被処理土の含水量を減少せしめて解砕、
混合の効果を向上させるため、噴出穴25より加
熱乾燥空気を噴出せしめることもできる。噴出穴
25より粉状の安定材あるいは加熱乾燥空気を噴
出させるには、図示しないが粉体空気圧送装置あ
るいはブロワより、粉状安定材あるいは加熱空気
をホース24,パドル軸19,20を介して送り
込むことにより行うことができる。被処理土から
分離した水分を含んだ空気はダクト28をとおり
排出口29より外部に排出される。
In addition, it reduces the water content of the soil to be treated, crushes it,
In order to improve the mixing effect, heated dry air may be ejected from the ejection holes 25. In order to blow out the powdered stabilizer or heated dry air from the blowout hole 25, the powdered stabilizer or heated air is passed through the hose 24 and the paddle shafts 19 and 20 from a powder air pressure feeding device or a blower (not shown). This can be done by feeding. The air containing moisture separated from the soil to be treated passes through the duct 28 and is discharged to the outside from the discharge port 29.

なお、上記説明においては、ロータリカツタ1
6,17は2連式のものについて述べたが、混合
効果を更に向上し、処理能力を増大するために3
連式にすることも可能である。また、処理土に軟
岩が含まれていたり、非常に硬い土を処理する場
合にはパドル21,21′…,22,22′…の先
端には超硬合金製の刃先をもうけることもでき
る。
In addition, in the above explanation, the rotary cutter 1
6 and 17 described the two-unit type, but in order to further improve the mixing effect and increase the processing capacity, a three-unit type was introduced.
It is also possible to make it a continuous system. Furthermore, if the soil to be treated contains soft rock or is treating very hard soil, blades made of cemented carbide may be provided at the tips of the paddles 21, 21'..., 22, 22'....

以上説明したように、この発明に係る粘性土の
改良機は、粘性土に土質安定材と混合助材を添加
混合して粘性土を改良する粘性土の改良機におい
て、粘性土、土質安定材、混合助材を各々独立し
て供給するホツパと、これらのホツパから供給さ
れる粘性土と土質安定材と混合助材とを層状に積
載して移送するコンベアと、このコンベアにより
移送される粘性土と土質安定材と混合助材とから
なる層状物を解砕、混合するパドルをパドル軸に
備えたロータリカツタとを具備し、上記ロータリ
カツタのパドルとパドル軸は中空とされ、かつパ
ドル先端部にパドル軸から送り込まれた粉状安定
材や乾燥空気を噴出する噴出穴が設けられ、混合
助材と粘性土、及び土質安定材をコンベアのコン
ベアルト上に層状に積載してロータリカツタに移
送し、該ロータリカツタの回転作動によつて上記
層状物を解砕混合し、また、乾燥空気や粉状安定
材をパドル先端部の噴出穴から噴出させる構成と
されているので、混合助材と土質安定材とを粘性
土に的確かつ均等に混合することができるととも
に、ロータリカツタ等に対する粘性土の付着を防
止して処理作業を長時間にわたつて継続し、能率
よく迅速に作業をなすことができる。
As explained above, the clay soil improving machine according to the present invention is a clay soil improving machine that improves clay soil by adding and mixing a soil stabilizer and a mixing aid to clayey soil. , a hopper that supplies mixed auxiliary materials independently, a conveyor that transports the viscous soil, soil stabilizing material, and mixed auxiliary material supplied from these hoppers in layers, and viscous soil that is transported by this conveyor. The rotary cutter is equipped with a paddle on the paddle shaft for crushing and mixing a layered material consisting of soil, soil stabilizing material, and mixed auxiliary material, and the paddle and paddle shaft of the rotary cutter are hollow, and the paddle tip is hollow. A blowout hole is provided in the section to blow out the powdered stabilizer and dry air sent from the paddle shaft, and the mixed auxiliary material, cohesive soil, and soil stabilizer are loaded in layers on the conveyor belt and transferred to the rotary cutter. However, the layered material is crushed and mixed by the rotation of the rotary cutter, and dry air and powdered stabilizer are jetted out from the jetting hole at the tip of the paddle, so that it can be used as a mixing auxiliary material. To be able to accurately and evenly mix a soil stabilizer into clayey soil, to prevent the clayey soil from adhering to rotary ivy, etc., to continue treatment work for a long time, and to perform the work efficiently and quickly. Can be done.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図ないし第3図はこの発明の粘性土の改良
機の一例を示すもので、第1図はこの改良機の側
断面を示す説明図、第2図はこの改良機のロータ
リカツタの詳細図、第3図はこの改良機のロータ
リカツタの断面図である。 2,8,11……ホツパ、6……回転カツタ、
15……コンベア、16,17……ロータリカツ
タ、19,20……パドル軸、21,22……パ
ドル、25……噴出穴。
Figures 1 to 3 show an example of the clay soil improving machine of the present invention, Figure 1 is an explanatory diagram showing a side cross section of this improving machine, and Figure 2 is a detailed view of the rotary cutter of this improved machine. 3 are cross-sectional views of the rotary cutter of this improved machine. 2, 8, 11...hopper, 6...rotating cutter,
15... Conveyor, 16, 17... Rotary cutter, 19, 20... Paddle shaft, 21, 22... Paddle, 25... Spout hole.

Claims (1)

【特許請求の範囲】[Claims] 1 粘性土に土質安定材と混合助材を添加混合し
て粘性土を改良する粘性土の改良機において、粘
性土、土質安定材、混合助材を各々独立して供給
するホツパ2,8,11と、これらのホツパ2,
8,11から供給される粘性土と土質安定材と混
合助材とを層状に積載して移送するコンベア15
と、このコンベア15により移送される粘性土と
土質安定材と混合助材とからなる層状物を解砕、
混合するパドル21をパドル軸19に備えたロー
タリカツタ16とを具備し、上記ロータリカツタ
16のパドル21とパドル軸19は中空とされ、
かつパドル先端部にパルド軸19から送り込まれ
た粉状安定材や乾燥空気を噴出する噴出穴25が
設けられたことを特徴とする粘性土の改良機。
1. In a clay soil improvement machine that improves clay soil by adding and mixing a soil stabilizer and a mixing auxiliary material, hoppers 2, 8, 11 and these hoppers 2,
Conveyor 15 that loads and transports clay soil, soil stabilizing material, and mixed auxiliary materials supplied from 8 and 11 in layers.
Then, the layered material made of clay soil, soil stabilizing material, and mixed auxiliary material transferred by this conveyor 15 is crushed,
A rotary cutter 16 is provided with a mixing paddle 21 on a paddle shaft 19, and the paddle 21 and paddle shaft 19 of the rotary cutter 16 are hollow,
A cohesive soil improving machine characterized in that a blowout hole 25 for blowing out powdered stabilizer and dry air sent from a paddle shaft 19 is provided at the tip of the paddle.
JP12264680A 1980-09-04 1980-09-04 Improving machine for cohesive soil Granted JPS5748043A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12264680A JPS5748043A (en) 1980-09-04 1980-09-04 Improving machine for cohesive soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12264680A JPS5748043A (en) 1980-09-04 1980-09-04 Improving machine for cohesive soil

Publications (2)

Publication Number Publication Date
JPS5748043A JPS5748043A (en) 1982-03-19
JPS6327492B2 true JPS6327492B2 (en) 1988-06-03

Family

ID=14841112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12264680A Granted JPS5748043A (en) 1980-09-04 1980-09-04 Improving machine for cohesive soil

Country Status (1)

Country Link
JP (1) JPS5748043A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60191309U (en) * 1984-05-25 1985-12-18 浦和土建工業株式会社 High water content soft soil improvement plant
JP4176254B2 (en) * 1999-09-27 2008-11-05 株式会社小松製作所 Soil improvement machine
BE1014610A3 (en) * 2002-02-07 2004-01-13 Invest N V C Continuous mixing method for layers of basis material and additive, by lifting portions of these two materials and allowing them to fall by means of rotary movement
JP2010539359A (en) * 2007-09-11 2010-12-16 エーキューエス ホールディングス リミテッド Soil or rock improvement machine

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5628948A (en) * 1979-08-20 1981-03-23 Nippon Kokan Kk <Nkk> Improving method for excavated earth

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5628948A (en) * 1979-08-20 1981-03-23 Nippon Kokan Kk <Nkk> Improving method for excavated earth

Also Published As

Publication number Publication date
JPS5748043A (en) 1982-03-19

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