JPH06185094A - Module structure of reclamation device of excavated earth - Google Patents

Module structure of reclamation device of excavated earth

Info

Publication number
JPH06185094A
JPH06185094A JP35610092A JP35610092A JPH06185094A JP H06185094 A JPH06185094 A JP H06185094A JP 35610092 A JP35610092 A JP 35610092A JP 35610092 A JP35610092 A JP 35610092A JP H06185094 A JPH06185094 A JP H06185094A
Authority
JP
Japan
Prior art keywords
soil
module
hopper
excavated
excavated soil
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
JP35610092A
Other languages
Japanese (ja)
Inventor
Tomomichi Kimura
知道 木村
Shigenori Nagaoka
茂徳 長岡
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.)
Kawasaki Heavy Industries Ltd
Tokyo Gas Co Ltd
Original Assignee
Kawasaki Heavy Industries Ltd
Tokyo Gas 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 Kawasaki Heavy Industries Ltd, Tokyo Gas Co Ltd filed Critical Kawasaki Heavy Industries Ltd
Priority to JP35610092A priority Critical patent/JPH06185094A/en
Publication of JPH06185094A publication Critical patent/JPH06185094A/en
Pending legal-status Critical Current

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  • Combined Means For Separation Of Solids (AREA)

Abstract

PURPOSE:To facilitate transference and installation of a reclamation device and prevent the reclaimed earth from degrading in the quality, by equipping a hopper, an excavated earth feeder, a silo, a pulverizing mixer, a screen, and a rotary valve to connect to each other on a base frame with skids. CONSTITUTION:A belt feeder 14 and a hopper 12 are placed on a base frame 16. In this hopper 12, a grate 11 is equipped. When excavated earth is fed in the hopper 12, large lumps of earth are separated and removed from the hopper 12 to be smoothly driven. Skid members 18 are laid down on floor members 19 at the bottom of base frame 16. Accordingly, the module can be easily installed at the area for reclamation treatment in accordance with the progressed condition of the excavating works. And since the module is loaded with the weight resulting from the operation of apparatus, the operation is stabilized. In this way, the installation and transference is facilitated and degradation of the quality of reclaimed earth can be efficiently prevented.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、掘削土再生装置に係
り、特に移動および据付を簡易にできる掘削土再生装置
のモジュール構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an excavated soil reclaiming apparatus, and more particularly to a module structure of an excavated soil reclaiming apparatus which can be easily moved and installed.

【0002】[0002]

【従来の技術】ガス導管工事、上下水道工事、電気工事
等における掘削により発生する掘削土は、掘削によるこ
ね返しを受けるため、必要な路床支持力を失い、最早、
埋戻し材料としては使用できなくなるので廃棄処分され
ていた。このため新たに良質の土砂を埋戻し用として使
用するようにされていた。そこで、掘削土を改良し再生
処理して埋戻し用等に使用できるようにした掘削土再生
装置は、例えば、特開昭57−121086号公報によ
り開示されている。
2. Description of the Related Art Excavated soil generated by excavation in gas pipeline construction, water supply and sewerage construction, electrical construction, etc., receives kneading due to excavation and loses the necessary subgrade support.
It was discarded as it cannot be used as a backfill material. For this reason, high quality earth and sand has been newly used for backfilling. Therefore, an excavated soil reclaiming device that improves the excavated soil and reclaims it so that it can be used for backfilling is disclosed, for example, in Japanese Patent Laid-Open No. 57-121086.

【0003】この形式の掘削土再生装置では、掘削土と
土質安定剤とを配合して、破砕予備混合し、次いで解破
混合機を用いて衝撃作用を与えて解砕混合を行い、引続
き篩分け機を用いて篩分けを行い、篩下は再生土として
埋戻し用に再生使用され、篩上はさらに繰返し処理され
ている。そして、掘削土再生装置は、定置式装置として
広大用地内に設置されて、掘削土を受入れて上記の再生
処理を行い、再生土として出荷できるようにされてい
る。または、車載式装置として、移動車輛等に掘削土供
給装置、土質安定剤供給装置、混合装置等が載置されて
移動可能とし、掘削作業区域に近接された場所に停車さ
せて、掘削土の再生処理ができるようにされている。
In this type of excavated soil reclaiming device, excavated soil and a soil stabilizer are blended, crushed and premixed, and then subjected to an impact action using a crushing mixer to perform crushing and mixing, followed by sieving. Sieving is performed using a classifier, the bottom of the screen is recycled for refilling as reclaimed soil, and the top of the screen is further repeatedly processed. The excavated soil reclaiming device is installed as a stationary device in the vast land, receives the excavated soil, performs the above-mentioned reclaiming process, and can be shipped as reclaimed soil. Alternatively, as an on-vehicle device, an excavated soil supply device, a soil stabilizer supply device, a mixing device, etc. are placed on a moving vehicle so as to be movable, and the vehicle is stopped at a place near the excavation work area to remove the excavated soil. Playback processing is possible.

【0004】[0004]

【発明が解決しようとする課題】ところが、上記従来の
構成は、定置式装置である場合には、掘削作業に伴う作
業区域の移行による設置位置までの掘削土の搬入距離が
長大化して輸送コストの増大や再生コストの増大をもた
らし、さらに搬入のための道路交通を輻湊させることが
あり好ましくない。また、車載式装置である場合には、
移動車輛等に載置させるための占有空間の制約があるの
で、所要の再生装置の載置が省略されることがあり、高
品質の再生土が得られなかったり、近隣地域へ騒音や振
動などを発生させることがあり好ましくない。
However, in the case of the stationary apparatus, the above-mentioned conventional configuration increases the carry-in distance of the excavated soil to the installation position due to the shift of the work area accompanying the excavation work, and the transportation cost. Increase in transportation costs and recycling costs, and further congest road traffic for loading, which is not preferable. If it is an in-vehicle device,
Since there is a restriction on the occupied space for placing it on a moving vehicle, etc., the placement of the required reclaiming device may be omitted, so that high-quality reclaimed soil cannot be obtained, or noise or vibration to neighboring areas, etc. May occur, which is not preferable.

【0005】本発明は、上述した従来技術の問題点を解
決するためになされたものであり、掘削作業工事の進展
状況に応じて掘削土再生装置の再生用地への移動と再生
用地における再生装置の設置とを簡易にすることができ
るとともに、再生土の品質が低下することを有効に防止
できる掘削土再生装置のモジュール構造を提供すること
を目的とする。
The present invention has been made in order to solve the above-mentioned problems of the prior art, and moves the excavated soil reclaiming device to the reclaiming site and the reclaiming device at the reclaiming site according to the progress of the excavation work. It is an object of the present invention to provide a module structure of an excavated soil reclaiming device, which can simplify installation of the excavated soil and can effectively prevent deterioration of the quality of the reclaimed soil.

【0006】[0006]

【課題を解決するための手段】かかる目的を達成するた
めに、本発明では、掘削土を土質安定剤などを用いて再
生土に再生するための掘削土再生装置であって、スキッ
ド材を有する架台にグレートを設けた掘削土のホッパ部
と掘削土供給機とを載置した掘削土供給モジュールと、
スキッド材を有する架台に土質安定剤のサイロ部と安定
剤供給機とを載置した土質安定剤モジュールと、スキッ
ド材を有する架台に掘削土と土質安定剤を解砕混合する
ための解砕混合機とシュートとを載置した解砕混合モジ
ュールと、スキッド材を有する架台に前記解砕混合され
た材料を再生土と粗大土とに篩分けするための篩分け機
とシュートとを載置した篩分けモジュールと、前記各モ
ジュールを相互に接続するための搬送手段と、を具備し
てなることを特徴とするものである。
In order to achieve such an object, the present invention is an excavated soil reclaiming apparatus for reclaiming excavated soil to reclaimed soil by using a soil stabilizer or the like, which has a skid material. An excavated soil supply module having an excavated soil hopper and a excavated soil feeder provided with a grate on a gantry,
Soil stabilizer module in which silo of soil stabilizer and stabilizer feeder are placed on the platform with skid material, and crushing and mixing for crushing and mixing excavated soil and soil stabilizer on the platform with skid material A crushing and mixing module on which a machine and a chute are placed, and a sieving machine and a chute for sieving the crushed and mixed material into a reclaimed soil and a coarse soil are placed on a platform having skid materials. It is characterized by comprising a sieving module and a conveying means for connecting the respective modules to each other.

【0007】[0007]

【作用】このようにすれば、掘削土再生装置の主要工程
に必要とする処理機器は、複数のモジュール構造に区画
して小型に形成されているので、掘削作業工事の進展状
況に応じて再生処理用地への掘削土再生装置の移動と再
生用地における再生装置の設置とを簡易にすることがで
き、しかも、市街地等にも設置可能である。上記各モジ
ュールはスキッド材を有する架台により処理機器運転に
伴い発生する諸方向の荷重を負荷しているので、処理機
器の運転を安定にすることができる。さらに、掘削土再
生装置は、上記必要処理機器を省略されることなく形成
されているので、掘削土を土質安定剤などを用いて再生
土に再生するにあたり、再生土の品質が低下することを
有効に防止できる。
According to this structure, the processing equipment required for the main process of the excavated soil reclaiming device is divided into a plurality of modular structures and is formed in a small size, so that the regenerating unit can be regenerated depending on the progress of the excavation work. It is possible to simplify the movement of the excavated soil reclaiming device to the treatment site and the installation of the reclaiming device on the reclaiming site, and moreover, it is possible to install it in an urban area or the like. Since each of the above-mentioned modules is loaded with loads in various directions generated by the operation of the processing equipment by the platform having the skid material, the operation of the processing equipment can be stabilized. Furthermore, since the excavated soil reclaiming device is formed without omitting the above-mentioned necessary treatment equipment, when reclaiming excavated soil into reclaimed soil using a soil stabilizer, etc., the quality of the reclaimed soil may deteriorate. It can be effectively prevented.

【0008】[0008]

【実施例】以下、図面を参照にして本発明の実施例につ
いて説明する。図1は、本発明の一実施例を示す掘削土
供給モジュールの構成図、図2は、土質安定剤モジュー
ルの構成図、図3は、同解砕混合モジュールの構成図、
図4は、篩分けモジュールの構成図、図5は、同掘削土
再生装置の系統図である。
Embodiments of the present invention will be described below with reference to the drawings. 1 is a block diagram of an excavated soil supply module showing one embodiment of the present invention, FIG. 2 is a block diagram of a soil stabilizer module, and FIG. 3 is a block diagram of the same disintegration and mixing module,
FIG. 4 is a configuration diagram of the sieving module, and FIG. 5 is a system diagram of the excavated soil reclaiming apparatus.

【0009】図1〜5において、10は掘削土供給モジ
ュール、20は土質安定剤モジュール、30は解砕混合
モジュール、40は篩分けモジュールを夫々、示す。掘
削土供給モジュール10は、原料供給機14、例えばベ
ルト型供給機ならびにホッパ部12を架台16上に載置
している。上記ホッパ部12には目開きを有するグレー
ト11が備えられ、掘削土がホッパ部12にショベルな
どを用いて投入された場合、粗大土を分離してホッパ部
12から除去されて後流工程における機器の運転が円滑
とされる。架台16の底部にはスキッド材18、例えば
箱状材が固着されて、前記モジュール10が再生用地に
設置される場合、用地表層に敷かれた敷床材19上に設
置される。
1 to 5, 10 is an excavated soil supply module, 20 is a soil stabilizer module, 30 is a crushing and mixing module, and 40 is a sieving module. In the excavated soil supply module 10, a raw material supply device 14, for example, a belt type supply device and a hopper portion 12 are placed on a pedestal 16. The hopper section 12 is provided with a grate 11 having openings, and when excavated soil is put into the hopper section 12 by using a shovel or the like, coarse soil is separated and removed from the hopper section 12 to be used in the downstream process. The operation of the equipment will be smooth. When a skid material 18, for example, a box-shaped material is fixed to the bottom of the gantry 16 and the module 10 is installed on a reclaimed land, it is installed on a floor material 19 laid on the surface layer of the site.

【0010】原料供給機14は、電動機13により駆動
され、ベルトは水平方向に運動される。ホッパ部12の
入口端15から投入された掘削土は、グレート11の通
過時に粗大土を分離し、グレート11下がベルトととも
に移動して排出端17から排出される。架台16はスキ
ッド材18を有しているので、上記モジュール10の運
転時、発生される各方向の諸荷重を確実に負荷できて、
掘削土供給機14の運転を安定にすることができる。
The raw material feeder 14 is driven by the electric motor 13, and the belt is moved in the horizontal direction. The excavated soil introduced from the inlet end 15 of the hopper unit 12 separates coarse soil when passing through the great 11, and the lower part of the great 11 moves with the belt and is discharged from the discharge end 17. Since the gantry 16 has the skid material 18, it is possible to reliably apply various loads generated in each direction when the module 10 is operated,
It is possible to stabilize the operation of the excavated soil feeder 14.

【0011】土質安定剤モジュール20は、サイロ部2
2ならびに安定剤供給機24を架台26上に載置してい
る。この土質安定剤モジュール20は、土質安定剤、例
えば生石灰等の石灰系材料を供給するためのものであ
る。サイロ部22は、例えば、円筒状貯槽などからな
り、外部から土質安定剤を受入れて貯蔵するとともに、
下端に設けられた安定剤供給機24、例えばロータリー
バルブなどにより輸送手段54、例えばフローコンベヤ
などを介して後工程へ連続供給させている。そして、上
記供給機24は可変速駆動手段などを用いて駆動され、
安定剤供給量を可変に、しかも定量にするようにされて
いる。架台26の底部にはスキッド材28が固着され
て、前記モジュール20が再生用地に設置される場合、
用地表層に敷かれた敷床材29上に設置される。
The soil stabilizer module 20 includes a silo section 2
2 and the stabilizer supply device 24 are mounted on a pedestal 26. The soil stabilizer module 20 is for supplying a soil stabilizer, for example, a lime-based material such as quick lime. The silo unit 22 is composed of, for example, a cylindrical storage tank, receives the soil stabilizer from the outside and stores it,
A stabilizer supplying device 24 provided at the lower end, for example, a rotary valve or the like, continuously supplies to a subsequent process via a transportation means 54, for example, a flow conveyor or the like. Then, the feeder 24 is driven by using a variable speed drive means or the like,
The amount of stabilizer supplied is variable and quantitative. When the skid material 28 is fixedly attached to the bottom of the pedestal 26 and the module 20 is installed on the reclaimed land,
It is installed on the floor material 29 laid on the surface layer of the site.

【0012】解砕混合モジュール30は、解砕混合機3
2が架台36上に載置されている。この解砕混合モジュ
ール30は、前記掘削土供給モジュール10の排出端1
7から排出される掘削土と、土質安定剤モジュール20
の安定剤供給機24から比率定量供給される土質安定剤
とは解砕混合機32内にて機械的衝撃作用が加えられて
解砕混合される。
The disintegrating and mixing module 30 includes the disintegrating and mixing machine 3
2 is mounted on the pedestal 36. The crushing and mixing module 30 is provided at the discharge end 1 of the excavated soil supply module 10.
Excavated soil discharged from 7 and soil stabilizer module 20
In the disintegration mixer 32, a mechanical impact action is applied to the soil stabilizer, which is supplied in a fixed amount from the stabilizer supply device 24, and is disintegrated and mixed.

【0013】衝撃による解砕混合機32としては、例え
ば、特公昭42−11861号公報、特開昭60−48
151号公報に示されている。粘性物質の解砕混合に特
に適した衝撃式混合機などを使用することが好適であ
り、回転打撃子による衝撃作用により屈曲式解砕板の表
面および屈曲式解砕板と回転打撃との空間において、上
記材料は短時間で充分に解砕混合される。34は解砕混
合機32のシュートをしめし、解砕混合機32の下部に
一体となって取付けられ、上記解砕混合された材料が排
出される。架台36の底部にはスキッド材38、例えば
箱状材が固着されて、前記モジュール30が再生用地に
設置される場合、用地表層に敷かれた敷床材39上に設
置される。架台36はスキッド材38を有しているの
で、発生される各方向への諸荷重を確実に負荷できて、
解砕混合機32の運転を安定にすることができる。
As the crushing mixer 32 by impact, for example, Japanese Examined Patent Publication (Kokoku) No. 42-11861 and Japanese Patent Laid-Open No. 60-48.
No. 151 publication. It is preferable to use an impact mixer that is particularly suitable for crushing and mixing viscous substances, and the surface of the bending crushing plate and the space between the bending crushing plate and the rotating hitting due to the impact action of the rotary impactor. In, the above materials are thoroughly crushed and mixed in a short time. Reference numeral 34 denotes a chute of the disintegration mixer 32, which is integrally attached to the lower portion of the disintegration mixer 32, and the above-mentioned disintegrated and mixed material is discharged. When a skid material 38, for example, a box-shaped material is fixed to the bottom of the pedestal 36 and the module 30 is installed on a reclaimed land, it is installed on a floor material 39 laid on the surface layer of the land. Since the gantry 36 has the skid material 38, it is possible to reliably apply various loads generated in each direction,
The operation of the disintegration mixer 32 can be stabilized.

【0014】篩分けモジュール40は、篩分け機42、
例えば振動篩などが架台46上に載置されている。この
篩分けモジュール40は、前記解砕混合モジュール30
のシュート34から排出される解砕混合された材料を篩
分け機42を用いて再生土と粗大粒とに篩分けするため
のもである。43は篩分け機42のシュートをしめし、
篩分け機42の下部に一体となって取付けられ、上記再
生土が製品となって排出される。
The sieving module 40 includes a sieving machine 42,
For example, a vibrating screen or the like is placed on the stand 46. The sieving module 40 is the crushing and mixing module 30.
This is also for sieving the crushed and mixed material discharged from the chute 34 into a reclaimed soil and coarse particles using a sieving machine 42. 43 indicates the chute of the sieving machine 42,
It is integrally attached to the lower part of the sieving machine 42, and the regenerated soil is discharged as a product.

【0015】架台46の底部にはスキッド材48、例え
ば箱状材が固着されて、前記モジュール40が再生用地
に設置される場合、用地表層に敷かれた敷床材49上に
設置される。架台46はスキッド材48を有しているの
で、上記モジュール40の運転時発生される各方向への
諸荷重を確実に負荷できて、篩分け機42の運転を安定
にすることができる。
A skid material 48, for example, a box-shaped material is fixed to the bottom of the pedestal 46, and when the module 40 is installed on a reclaimed land, it is installed on a floor material 49 laid on the surface layer of the land. Since the gantry 46 has the skid material 48, it is possible to reliably apply various loads generated in the operation of the module 40 in each direction and to stabilize the operation of the sieving machine 42.

【0016】図5に示すごとく、掘削土供給モジュール
10と解砕混合モジュール30との相互間は、第1搬送
手段50を用いて接続され、また、解砕混合モジュール
30と篩分けモジュール40との相互間は第2搬送手段
52を用いて接続されている。さらに、土質安定剤モジ
ュール20と解砕混合モジュール30との相互間は前記
輸送手段54ならびに第1搬送手段50を用いて接続さ
れている。前記、第1搬送手段50、第2搬送手段5
2、輸送手段54は、前記各モジュール10,20,3
0,40と相互に接続、分離自在にされている。
As shown in FIG. 5, the excavated soil supply module 10 and the crushing and mixing module 30 are connected to each other by using the first conveying means 50, and the crushing and mixing module 30 and the sieving module 40 are connected to each other. The two are connected to each other using the second transfer means 52. Further, the soil stabilizer module 20 and the crushing and mixing module 30 are connected to each other using the transportation means 54 and the first transportation means 50. The first transfer means 50 and the second transfer means 5
2. The means of transportation 54 comprises the modules 10, 20, 3
0 and 40 can be connected and separated from each other.

【0017】上述したように、前記各モジュール10,
20,30,40は夫々、工場組立が可能とされて、ま
た、各モジュールの小型化により道路輸送も輸送用車輛
に積載して輸送可能とされ、第1搬送手段50、第2搬
送手段52、輸送手段54とともに、再生用地への移動
と再生用地での設置、解体を簡易にすることができる。
そして、上記各モジュールは、別に設置された電源車か
らの電源と接続可能とされて、設置完了後には、引続き
掘削土再生装置の運転開始が可能とされる。したがっ
て、掘削土再生装置は、掘削作業区域における作業完了
に従って新たな区域へと移行された場合にも、次の再生
用地への移動が簡易にできるので、従来の定置式装置な
らびに車載式装置などにおける問題点を回避することが
できる。
As described above, each of the modules 10,
20, 30, and 40 can be assembled in a factory, respectively, and the miniaturization of each module enables road transportation to be carried by being loaded on a transportation vehicle. With the transportation means 54, it is possible to easily move to the reclaimed land, and install and disassemble the reclaimed site.
Each of the modules can be connected to a power source from a separately installed power source vehicle, and after the installation is completed, the excavated soil reclaiming device can be continuously started. Therefore, the excavated soil reclamation device can be easily moved to the next reclamation site even when the excavation work area is moved to a new area according to the completion of work in the excavation work area. It is possible to avoid the problem in.

【0018】[0018]

【発明の効果】以上説明したように、本発明によれば、
掘削作業工事の進展状況に応じて掘削土再生装置の再生
用地への移動と再生用地における再生装置の設置とを簡
易にすることができ、しかも市街地等にも設置可能であ
るとともに再生土の品質が低下することを有効に防止で
きる等、多大な効果を奏する。
As described above, according to the present invention,
Depending on the progress of the excavation work, it is possible to easily move the excavated soil reclaimer to the reclaimed site and install the reclaimer on the reclaimed site, and it is also possible to install it in urban areas and the quality of the reclaimed soil. It is possible to effectively prevent the deterioration of the temperature.

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

【図1】本発明の一実施例を示す掘削土供給モジュール
の構成図
FIG. 1 is a configuration diagram of an excavated soil supply module showing an embodiment of the present invention.

【図2】同土質安定剤モジュールの構成図[Fig. 2] Configuration diagram of the soil stabilizer module

【図3】同解砕混合モジュールの構成図[Fig. 3] Block diagram of the disintegrating and mixing module

【図4】同篩分モジュールの構成図FIG. 4 is a block diagram of the sieving module.

【図5】同掘削土再生装置の系統図[Fig. 5] System diagram of the excavated soil reclaimer

【符号の説明】[Explanation of symbols]

10……掘削土供給モジュール 16,26,36,46……架台 18,28,38,48……スキッド材 20……土質安定モジュール 22……サイロ部 24……安定剤供給機 30……解砕混合モジュール 32……解砕混合機 40……篩分けモジュール 42……篩分け機 50……第1搬送手段 52……第2搬送手段 10 ... Excavation soil supply module 16, 26, 36, 46 ... Stand 18, 28, 38, 48 ... Skid material 20 ... Soil stabilization module 22 ... Silo part 24 ... Stabilizer feeder 30 ... Solution Crushing and mixing module 32 …… Crushing mixer 40 …… Sieving module 42 …… Sieving machine 50 …… First conveying means 52 …… Second conveying means

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 掘削土を土質安定剤などを用いて再生土
に再生するための掘削土再生装置であって、スキッド材
を有する架台にグレートを設けた掘削土のホッパ部と掘
削土供給機とを載置した掘削土供給モジュールと、スキ
ッド材を有する架台に土質安定剤のサイロ部と安定剤供
給機とを載置した土質安定剤モジュールと、スキッド材
を有する架台に掘削土と土質安定剤を解砕混合するため
の解砕混合機とシュートとを載置した解砕混合モジュー
ルと、スキッド材を有する架台に前記解砕混合された材
料を再生土と粗大土とに篩分けするための篩分け機とシ
ュートとを載置した篩分けモジュールと、前記各モジュ
ールを相互に接続するための搬送手段と、を具備してな
ることを特徴とする掘削土再生装置のモジュール構造。
1. A excavated soil reclaiming device for reclaiming excavated soil to regenerated soil by using a soil stabilizer or the like, which comprises a hopper for excavated soil having a grate on a platform having skid material and an excavated soil feeder. And soil excavation soil supply module, and a soil stabilizer silo module with a soil stabilizer silo and a stabilizer feeder mounted on a platform with skid material, and excavated soil and soil stability on a platform with skid material. A crushing and mixing module for placing a crushing mixer and a chute for crushing and mixing the agent, and for sieving the crushed and mixed material into a soil having a skid material into a reclaimed soil and a coarse soil 2. A module structure of an excavated soil reclaiming device, comprising: a sieving module on which the sieving machine and the chute are mounted; and a conveying means for connecting the modules to each other.
JP35610092A 1992-12-18 1992-12-18 Module structure of reclamation device of excavated earth Pending JPH06185094A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35610092A JPH06185094A (en) 1992-12-18 1992-12-18 Module structure of reclamation device of excavated earth

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35610092A JPH06185094A (en) 1992-12-18 1992-12-18 Module structure of reclamation device of excavated earth

Publications (1)

Publication Number Publication Date
JPH06185094A true JPH06185094A (en) 1994-07-05

Family

ID=18447337

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35610092A Pending JPH06185094A (en) 1992-12-18 1992-12-18 Module structure of reclamation device of excavated earth

Country Status (1)

Country Link
JP (1) JPH06185094A (en)

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