JP2000345578A - Device and method of manufacturing superplasticized soil - Google Patents
Device and method of manufacturing superplasticized soilInfo
- Publication number
- JP2000345578A JP2000345578A JP11161726A JP16172699A JP2000345578A JP 2000345578 A JP2000345578 A JP 2000345578A JP 11161726 A JP11161726 A JP 11161726A JP 16172699 A JP16172699 A JP 16172699A JP 2000345578 A JP2000345578 A JP 2000345578A
- Authority
- JP
- Japan
- Prior art keywords
- soil
- treated
- water
- fluidized
- hopper
- 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
Links
Landscapes
- Accessories For Mixers (AREA)
- Feeding, Discharge, Calcimining, Fusing, And Gas-Generation Devices (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建設現場等で発生
した残土の土質改良に用いる流動化処理土の製造装置及
び製造方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus and a method for producing fluidized soil used for soil improvement of residual soil generated at a construction site or the like.
【0002】[0002]
【従来の技術】近年、道路や建設現場等において掘削し
た穴を、再掘削が可能なように簡易的に掘削土を利用し
て埋め戻す場合がある。この場合、再掘削時に容易に掘
削できるようにするために、あるいは管路等が埋設され
ている場所を掘削土を利用して埋め戻した後に所定以上
の土の強度を確保するために、掘削土に水又は泥水と固
化剤(例えばセメント)とを混練してスラリー状の埋め
戻し材、すなわち流動化処理土を製造して前記掘削穴に
流し込み、自然に固化させることにより所定の強度を確
保する方法が行われている。2. Description of the Related Art In recent years, there has been a case where a hole excavated on a road or a construction site is easily backfilled with excavated soil so as to be able to re-excavate. In this case, excavation is performed to facilitate excavation at the time of re-excavation or to secure soil strength of a predetermined level or more after backfilling a place where a pipeline or the like is buried using excavated soil. Water or muddy water and a solidifying agent (for example, cement) are kneaded into the soil to produce a slurry-like backfill material, that is, a fluidized soil, poured into the excavation hole, and naturally solidified to secure a predetermined strength. The way to be done.
【0003】従来から、埋め戻しに用いる流動化処理土
を製造するために、各種の方法が行われて来ている。第
1例としては、地域内の所定基地に建設した大規模プラ
ントにより流動化処理土を製造する場合がある。この場
合、先ず、残土と水とを混合した後、大きな異物等を除
去し、次に、泥水や固化剤を加えて混練して流動化処理
土を製造する。その後、この流動化処理土をミキサ車等
で前記基地周辺の多くの埋め戻し現場に運搬して埋め戻
し作業を行っている。また第2例としては、上記のよう
なプラントを埋め戻し現場の近傍に仮設し、その現場専
用に流動化処理土を製造する方法がある。Conventionally, various methods have been used to produce fluidized soil used for backfilling. As a first example, there is a case where a fluidized soil is manufactured by a large-scale plant constructed at a predetermined base in an area. In this case, first, after mixing the remaining soil and water, large foreign substances and the like are removed, and then muddy water and a solidifying agent are added and kneaded to produce a fluidized soil. After that, the fluidized soil is transported to many backfill sites around the base by a mixer truck or the like to perform backfill work. As a second example, there is a method in which the above-mentioned plant is temporarily installed near the backfill site, and fluidized soil is produced exclusively for the site.
【0004】さらに第3例としては、例えば特開平9−
195253号公報に開示されたものがある。同公報に
よると、車両の架台上に土投入用バケット、プレミキサ
ー及びメインミキサーを搭載し、埋め戻し現場近傍で水
タンク車からの水の供給と、固化材の供給とを受け、混
練して流動化処理土を製造している。Further, as a third example, see, for example,
There is one disclosed in 195253. According to the official gazette, a soil-injection bucket, a premixer, and a main mixer are mounted on a gantry of a vehicle, and a water supply from a water tanker and a supply of solidified material are received and kneaded near a backfill site. Manufactures fluidized soil.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、上記従
来の流動化処理土の製造装置及び製造方法においては、
以下のような問題がある。 1)第1例においては、プラントが大規模であるため、
埋め戻し現場から離れた所定基地に建設されることが多
く、このため、製造された流動化処理土をミキサ車で周
辺の埋め戻し現場に何回も運搬する必要がある。ところ
が、流動化処理土はセメントを混入したいわゆる「なま
もの」であるため、遠距離の場所に運搬することは困難
である。(例えば、通常都心部では20km程度の距離
を運搬するのがほぼ限界である。)また、ミキサ車での
運搬は費用が高いという問題がある。さらに、土と水と
を単純に混合しているだけなので、均一に混合すること
が困難で、流動化処理土の製造に長時間を要すると共
に、バッチ式である(すなわち所定量を1回でまとめて
製造する)ため製造する時間がかかって製造の作業効率
が良くないという問題がある。また、一方埋め戻し現場
では発生する残土を外部で処理するための費用が必要と
なり、これにより現場での作業コストがアップする。 2)第2例については、プラントを埋め戻し現場近くに
仮設するため、プラントの搬送費用、組み立て費用及び
分解費用等が高くかかり、コストアップを招くという問
題がある。 3)第3例については、車載可能とするために製造装置
を小型化しており、かつ流動化処理土の製造がバッチ式
で行われるので、上記製造装置による処理能力が小さ
い。これにより、大規模工事の場合には効率的に作業で
きない。However, in the above-mentioned conventional apparatus and method for producing fluidized soil,
There are the following problems. 1) In the first example, since the plant is large,
It is often constructed at a predetermined base remote from the backfill site, and therefore, it is necessary to transport the manufactured fluidized soil to a surrounding backfill site many times by a mixer truck. However, since the fluidized soil is so-called "raw" mixed with cement, it is difficult to transport the soil to a distant place. (For example, transporting a distance of about 20 km in a city center is almost the limit.) In addition, transporting by a mixer truck is expensive. Furthermore, since the soil and the water are simply mixed, it is difficult to mix them uniformly, and it takes a long time to produce the fluidized soil. However, there is a problem that it takes a long time to manufacture and the working efficiency of the manufacturing is not good. On the other hand, at the site of backfilling, costs for externally processing the remaining soil generated are required, which increases the work cost at the site. 2) In the second example, since the plant is temporarily backfilled near the site, there is a problem that the transportation cost, the assembling cost, the disassembly cost, and the like of the plant are high and the cost is increased. 3) In the third example, the manufacturing apparatus is downsized so that it can be mounted on a vehicle, and since the fluidized soil is manufactured in a batch system, the processing capacity of the manufacturing apparatus is small. As a result, work cannot be performed efficiently in the case of large-scale construction.
【0006】本発明は、上記の問題点に着目し、小型で
も処理量が多く、しかも製造コストを安くできる流動化
処理土製造装置及び製造方法を提供することを目的とし
ている。An object of the present invention is to provide an apparatus and a method for producing a fluidized soil which can be processed with a large amount of processing even at a small size and at a low manufacturing cost.
【0007】[0007]
【課題を解決するための手段、作用および効果】上記の
目的を達成するために、本発明に係る流動化処理土製造
装置の第1発明は、流動化処理土用の被処理土が投入さ
れる被処理土ホッパと、被処理土ホッパの被処理土を搬
送する搬送装置と、改良材が投入される改良材ホッパ
と、改良材ホッパの改良材を供給する改良材供給装置
と、供給された被処理土及び改良材を破砕し混合する破
砕混合部と、被処理土及び改良材の混合材に水又は泥水
を供給する水供給装置と、混合材と水又は泥水とを混練
する混練部とを備えた構成としている。In order to achieve the above object, a first invention of a fluidized treated soil manufacturing apparatus according to the present invention comprises the steps of introducing a treated soil for a fluidized treated soil. A soil hopper to be treated, a transport device for transporting the soil to be treated by the soil hopper to be treated, an improved material hopper into which the improved material is charged, and an improved material supply device to supply the improved material to the improved material hopper. Crushing and mixing unit that crushes and mixes the soil to be treated and the improved material, a water supply device that supplies water or muddy water to the mixed material of the soil to be processed and the improved material, and a kneading unit that kneads the mixed material and water or muddy water And a configuration including:
【0008】第1発明によれば、被処理土ホッパの被処
理土を搬送装置で搬送し、改良材ホッパの改良材を改良
材供給装置により供給し、この被処理土及び改良材を破
砕混合部で細かく破砕し混合し、この混合された混合材
に水又は泥水を供給した後、混練部で混合材と水又は泥
水とを混練して流動化処理土を製造するので、連続的に
流動化処理土の製造が可能となる。このとき、細かく破
砕された混合材を水又は泥水と混練するので、水又は泥
水に均一に混練され易く、短時間で連続的に流動化処理
土が製造される。したがって、小型の装置でも処理量が
多くなり、大規模の工事にも対応できる。また、埋め戻
し現場の近傍に従来のプラントよりも容易に本流動化処
理土製造装置を設置することができるので、ミキサ車に
よる流動化処理土の搬送が不要となり、搬送費や、プラ
ントの組み立て費及び分解費を無くすことができ、工事
費用を低減できる。さらに、埋め戻し現場で流動化処理
土を製造できるので、現場で発生した残土の利用が可能
であり、コストの低減がさらに可能である。According to the first invention, the soil to be treated of the soil hopper is conveyed by the conveying device, the improvement material of the hopper is supplied by the supplying device, and the soil and the improvement material are crushed and mixed. The mixture is finely crushed and mixed, and water or muddy water is supplied to the mixed material.Then, the mixed material and water or muddy water are kneaded in the kneading unit to produce fluidized treated soil. It becomes possible to produce chemically treated soil. At this time, since the finely crushed mixed material is kneaded with water or muddy water, it is easily kneaded uniformly with water or muddy water, and the fluidized soil is produced continuously in a short time. Therefore, even a small apparatus requires a large amount of processing, and can cope with a large-scale construction. In addition, since the present fluidized soil production equipment can be installed near the backfill site more easily than in a conventional plant, the transport of the fluidized soil by a mixer truck becomes unnecessary, and the transportation cost and the assembly of the plant are eliminated. Costs and disassembly costs can be eliminated, and construction costs can be reduced. Furthermore, since the fluidized soil can be produced at the backfill site, the remaining soil generated at the site can be used, and the cost can be further reduced.
【0009】第2発明は、第1発明の構成に基づき、混
練部を破砕混合部の下方に設けた構成としている。A second aspect of the invention is based on the configuration of the first aspect, wherein the kneading section is provided below the crushing and mixing section.
【0010】第2発明によれば、混練部を破砕混合部の
下方に設けたため、流動化処理土製造装置全体が小型化
され、コンパクトに構成される。したがって、埋め戻し
現場への設置及び搬送が容易であり、プラントの組み立
て及び分解が不要となるので、コストを安くできる。According to the second aspect, the kneading section is provided below the crushing and mixing section, so that the entire fluidized soil production apparatus is reduced in size and configured to be compact. Therefore, installation and transportation to the backfill site are easy, and assembly and disassembly of the plant are not required, so that the cost can be reduced.
【0011】第3発明は、第1又は第2発明の構成に基
づき、自走式の走行部を有する架台に、前記被処理土ホ
ッパと、搬送装置と、改良材ホッパと、改良材供給装置
と、破砕混合部と、水供給装置と、混練部と、これらの
各機器及び走行部を駆動する駆動源とを搭載した構成と
している。A third invention is based on the construction of the first or second invention, and further comprises the above-mentioned soil hopper, a transfer device, an improvement material hopper, and an improvement material supply device mounted on a gantry having a self-propelled traveling unit. , A crushing / mixing unit, a water supply device, a kneading unit, and a drive source for driving these devices and the traveling unit.
【0012】第3発明によれば、流動化処理土製造用の
各機器及び動力源を、自走式の走行部を有する架台に搭
載したため、埋め戻し現場において、自走して最も作業
効率の良い場所に装置を容易に移動できる。よって、組
み立てや分解の手間も不要となり、作業効率を向上でき
るので、取扱いが容易で、コストを低減できる。According to the third aspect of the present invention, since the equipment and power source for producing the fluidized soil are mounted on the pedestal having the self-propelled traveling part, the self-propelled machine at the backfill site has the highest working efficiency. The device can be easily moved to a good place. Therefore, the labor of assembling and disassembling is not required, and the working efficiency can be improved, so that the handling is easy and the cost can be reduced.
【0013】また、本発明に係る流動化処理土製造方法
は、被処理土と改良材とを破砕し混合して混合材を製造
し、次に、混合材に水又は泥水を供給して混練し、土質
改良した流動化処理土を製造する方法としている。In the method for producing fluidized soil according to the present invention, the soil to be treated and the improving material are crushed and mixed to produce a mixed material, and then water or muddy water is supplied to the mixed material and kneaded. Then, the method is to produce a fluidized soil with improved soil quality.
【0014】上記方法によれば、最初に被処理土に改良
材を加えた状態で破砕し混合するため、被処理土が水分
を含まない状態で容易に細かく破砕され混合される。よ
って、改良材との混合が短時間で均一に行われる。ま
た、この混合材に水又は泥水を供給して混練するので、
従来の方法に比して混練効率が良く、混練時間が短縮さ
れ、また連続して流動化処理土製造の作業が可能であ
る。したがって、以上のことから、作業効率が向上する
と共に、安定した品質の流動化処理土を容易に製造する
ことができる。According to the above method, first, the soil to be treated is crushed and mixed in a state where the improving material is added to the soil to be treated, so that the soil to be treated is easily finely crushed and mixed without water. Therefore, the mixing with the improving material is performed uniformly in a short time. In addition, since water or muddy water is supplied to this mixed material and kneaded,
The kneading efficiency is higher than the conventional method, the kneading time is shortened, and the operation of producing fluidized soil can be continuously performed. Therefore, from the above, the working efficiency is improved, and the fluidized soil with stable quality can be easily produced.
【0015】[0015]
【発明の実施の形態】以下に、本発明に係る流動化処理
土製造装置及びその製造方法の実施形態について、図を
参照して詳述する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a fluidized soil production apparatus and a production method thereof according to the present invention will be described below in detail with reference to the drawings.
【0016】図1は、本発明に係る流動化処理土製造装
置の側面図である。同図に示すように、流動化処理土製
造装置1は自走式であり、かつ土と水との混練のタイミ
ングを適切にして効率的に流動化処理土を製造するもの
である。履帯式の走行部2を有する架台3の長手方向の
一側には被処理土を投入する被処理土ホッパ4が搭載さ
れ、架台3の中央部には破砕混合部30が設けられてい
る。被処理土ホッパ4の下部には下部排出口5が設けら
れ、その下方には被処理土を搭載して破砕混合部30ま
で運搬する搬送装置10が配設されている。被処理土ホ
ッパ4と破砕混合部30との間の上方には改良材ホッパ
20が設けられ、改良材ホッパ20の下部には改良材を
搬送装置10上に供給する量を制御自在とした回転式の
改良材供給装置21が配設されている。破砕混合部30
は搬送装置10により搬入される被処理土と改良材とを
破砕し混合するものであり、その混合した混合材に水を
供給する水供給装置50を有している。また、破砕混合
部30の下部には、上記混合材と水とを混練する混練部
40が設けられている。混練部40の端部には排出口4
1が設けられ、排出口41の外側にはスクイーズ式のコ
ンクリートポンプ60が配設されている。コンクリート
ポンプ60の排出口61には、流動化処理土を埋め戻し
場所に直接配送する配送管62が接続される。架台3の
長手方向の他側には、搬送装置10、改良材供給装置2
1、破砕混合部30、混練部40、水供給装置50及び
走行部2等を駆動するための動力源70が搭載されてい
る。なお、走行部2は車輪式であっても良い。FIG. 1 is a side view of an apparatus for producing fluidized soil according to the present invention. As shown in the figure, the fluidized soil production apparatus 1 is a self-propelled type, and appropriately manufactures fluidized soil by adjusting the timing of kneading soil and water appropriately. A to-be-processed soil hopper 4 for charging the to-be-processed soil is mounted on one side in the longitudinal direction of a gantry 3 having a crawler-type traveling unit 2, and a crushing / mixing unit 30 is provided at the center of the gantry 3. A lower discharge port 5 is provided at a lower portion of the soil hopper 4, and a transfer device 10 for mounting the soil to be transported to the crushing and mixing unit 30 is provided below the lower outlet 5. An improvement material hopper 20 is provided above the soil hopper 4 to be treated and the crushing / mixing unit 30, and a lower portion of the improvement material hopper 20 is provided with a controllable amount of the improvement material to be supplied to the transport device 10. An improved material supply device 21 of the type is provided. Crushing and mixing section 30
Crushes and mixes the soil to be treated and the improving material carried in by the transport device 10, and has a water supply device 50 for supplying water to the mixed material. Further, a kneading section 40 for kneading the mixed material and water is provided below the crushing and mixing section 30. An outlet 4 is provided at the end of the kneading section 40.
1 is provided, and a squeeze-type concrete pump 60 is provided outside the outlet 41. A delivery pipe 62 for directly delivering fluidized soil to a backfill location is connected to an outlet 61 of the concrete pump 60. On the other side of the gantry 3 in the longitudinal direction, a transport device 10 and an improved material supply device 2
1, a power source 70 for driving the crushing and mixing unit 30, the kneading unit 40, the water supply device 50, the traveling unit 2, and the like. Note that the traveling unit 2 may be a wheel type.
【0017】図2は、破砕混合部30の構成図である。
混合ケース31の側面部に設けた開口部には搬送装置1
0の先端部が挿入されており、混合ケース31内の上部
で、かつ搬送装置10の先端部近傍には回転部本体の外
周部に所定本数のカッタを有するソイルカッタ32が回
転自在に配設されている。またソイルタッタ32の下方
には、回転部本体の外周部に設けた所定本数のアームの
先端部に回転自在なハンマーを有する複数個のロータリ
ハンマ33が回転自在に配設されている。さらに破砕混
合部30の下部には、第1実施形態の混練部40が設け
られている。混練部40は、混合ケース31の下部に設
けられた混練ケース42と、混練ケース42に並列に回
転自在に内設された複数個のスクリュウ式ミキサ43と
を有しており、スクリュウ式ミキサ43は駆動モータ4
4により回転駆動される。スクリュウ式ミキサ43の上
方には、水供給装置50の複数個のノズル51が配設さ
れている。また、混練ケース42の端部には排出口41
が設けられており、排出口41の外側には前述のように
スクイーズ式コンクリートポンプ60が配設されてい
る。なお、水供給装置50のノズル51は、混合ケース
31の上部に配設しても良い。FIG. 2 is a configuration diagram of the crushing and mixing section 30.
An opening provided in the side surface of the mixing case 31 has a transfer device 1
In the upper part of the mixing case 31 and in the vicinity of the distal end of the transfer device 10, a soil cutter 32 having a predetermined number of cutters is rotatably disposed on the outer peripheral portion of the rotating unit main body. ing. A plurality of rotary hammers 33 each having a rotatable hammer at the tip of a predetermined number of arms provided on the outer peripheral portion of the rotating portion main body are provided below the soil tutter 32 so as to be rotatable. Further, below the crushing and mixing section 30, the kneading section 40 of the first embodiment is provided. The kneading section 40 has a kneading case 42 provided below the mixing case 31 and a plurality of screw-type mixers 43 rotatably provided in parallel with the kneading case 42. Is drive motor 4
4 is driven to rotate. Above the screw-type mixer 43, a plurality of nozzles 51 of the water supply device 50 are provided. Further, an outlet 41 is provided at an end of the kneading case 42.
The squeeze-type concrete pump 60 is disposed outside the outlet 41 as described above. Note that the nozzle 51 of the water supply device 50 may be provided above the mixing case 31.
【0018】図3は、第1実施形態の搬送装置10の模
式図である。搬送装置10は一端部に配設されたモータ
16と、モータ16により駆動されるコンベア11とを
有しており、コンベア11にはコンベアスケール12が
設けられている。コンベア11は、ベルト式又は履帯式
等により構成される。被処理土ホッパ4にはスクラッピ
ングローター6が取着されていて、コンベア11上を搬
送される被処理土Aの高さを規定するようになってお
り、コンベアスケール12はこの搬送される被処理土の
重量を検出する。FIG. 3 is a schematic view of the transport device 10 according to the first embodiment. The transport device 10 has a motor 16 provided at one end and a conveyor 11 driven by the motor 16, and the conveyor 11 is provided with a conveyor scale 12. The conveyor 11 is configured by a belt type, a crawler type, or the like. A scraping rotor 6 is attached to the soil hopper 4 to regulate the height of the soil A to be transported on the conveyor 11, and the conveyor scale 12 is moved by the conveyor scale 12. Detect the weight of the treated soil.
【0019】図4は、水供給装置50の系統図である。
モータ52に駆動される水ポンプ53は水源54に接続
している。水ポンプ53の吐出回路55の先端部には複
数個のノズル51が設けられており、吐出回路55上に
は流量計56及びバルブ57が配設されている。バルブ
57により混合材の量に応じて水量をコントロールして
おり、流量計56により水量を検出している。尚、水ポ
ンプ53の回転数により水量を検出してもよい。FIG. 4 is a system diagram of the water supply device 50.
A water pump 53 driven by a motor 52 is connected to a water source 54. A plurality of nozzles 51 are provided at the tip of a discharge circuit 55 of the water pump 53, and a flow meter 56 and a valve 57 are provided on the discharge circuit 55. The amount of water is controlled by a valve 57 in accordance with the amount of the mixture, and the amount of water is detected by a flow meter 56. Note that the amount of water may be detected based on the rotation speed of the water pump 53.
【0020】次に、流動化処理土製造装置1の作動につ
いて図2、図3に基づいて説明する。図3において、被
処理土ホッパ4に、現場で発生した残土の中から大きな
岩石、鉄骨及びコンクリート破片等を除去する前処理が
行われた被処理土を油圧ショベル等の積込機で投入す
る。次に、コンベア11で被処理土Aを破砕混合部30
に搬送する。コンベア11で搬送される被処理土Aはコ
ンベアスケール12とモータ16の回転数とから供給ス
ピードと積算供給量とが検出される。モータ16の回転
数は、単位時間当りの供給量が所定値となるように制御
される。次に、改良材供給装置21は、改良材供給装置
21に設けられた図示しない回転計等により改良材B
(例えばセメント)の供給スピードと積算供給量とを検
出し、予め設定した被処理土との混合比率となるように
改良材を供給する。Next, the operation of the fluidized soil production apparatus 1 will be described with reference to FIGS. In FIG. 3, the soil to be treated, which has been subjected to a pretreatment for removing large rocks, steel frames, concrete debris, etc. from the remaining soil generated at the site, is loaded into the soil to be treated hopper 4 by a loading machine such as a hydraulic shovel. . Next, the soil A to be treated is crushed and mixed by the
Transport to The supply speed and the integrated supply amount of the soil A to be processed conveyed by the conveyor 11 are detected from the conveyor scale 12 and the rotation speed of the motor 16. The number of rotations of the motor 16 is controlled so that the supply amount per unit time becomes a predetermined value. Next, the improving material supply device 21 uses an improving material B by a tachometer (not shown) provided in the improving material supplying device 21.
The supply speed (for example, cement) and the integrated supply amount are detected, and the improving material is supplied so as to have a preset mixing ratio with the soil to be treated.
【0021】次に、図2において、コンベア11により
破砕混合部30に搬送された被処理土A及び改良材B
は、ソイルカッタ32により細かく切断されると共に混
合され、この後、ロータリハンマ33によりさらに細か
く破砕されると共に、さらに良く混合され、混合材Cを
作成する。この混合材Cには、水供給装置50から水が
供給される。このとき、流量計56により水の供給スピ
ードと積算供給量とが検出され、被処理土A、改良材B
及び混合材Cの量に応じた水量が供給される。混合材C
と水とは混練ケース42に送られ、混練ケース42内で
は、スクリュウ式ミキサ43により混合材Cと水とが混
練され、スラリー状の流動化処理土Dが製造される。製
造された流動化処理土Dはスクリュウ式ミキサ43によ
り混練されつつ排出口41から排出され、コンクリート
ポンプ60に送られる。コンクリートポンプ60は流動
化処理土Dを排出口61から配送管62を経て、埋め戻
し場所に圧送し、埋め戻し作業が行われる。また、作業
によっては路肩や河川の築堤等が行われる。Next, in FIG. 2, the soil A to be treated and the improved material B conveyed to the crushing and mixing section 30 by the conveyor 11
Is finely cut and mixed by a soil cutter 32, and then further finely crushed and further mixed by a rotary hammer 33 to form a mixed material C. Water is supplied to the mixed material C from the water supply device 50. At this time, the water supply speed and the integrated supply amount are detected by the flow meter 56, and the soil A to be treated, the improved material B
And the amount of water according to the amount of the mixed material C is supplied. Mixed material C
The water and the water are sent to the kneading case 42, in which the mixture C and the water are kneaded by the screw mixer 43 to produce the fluidized soil D in the form of slurry. The manufactured fluidized soil D is discharged from the discharge port 41 while being kneaded by the screw mixer 43 and sent to the concrete pump 60. The concrete pump 60 pressure-feeds the fluidized soil D from the outlet 61 through the delivery pipe 62 to the backfill location, and the backfill work is performed. In addition, depending on the work, road shoulders, embankments of rivers, and the like are performed.
【0022】上述のように、流動化処理土製造にあたっ
ては、先ず、被処理土と改良材とを細かく破砕しつつ混
合して混合材を作成した後、水を加えて混練するような
製造方法にしたため、水に混合材が良く溶けて混練時間
が短くなり、流動化処理土を短時間で製造できる。ま
た、被処理土、改良材及び水のそれぞれの供給スピード
と積算供給量とを検出し、所定の混合比になるようにそ
れぞれの供給量が各モータにより制御されるため、良質
の流動化処理土を連続的に製造することができる。した
がって、作業現場の施工管理が容易になり、作業効率を
向上できる。As described above, in the production of fluidized soil, first, a mixed material is prepared by finely crushing and mixing the soil to be treated and the improved material, and then kneading by adding water. As a result, the mixed material is well dissolved in water, the kneading time is shortened, and the fluidized soil can be manufactured in a short time. In addition, since the supply speed and the integrated supply amount of each of the soil to be treated, the improving material, and water are detected, and the respective supply amounts are controlled by the respective motors so as to have a predetermined mixing ratio, high-quality fluidization treatment is performed. The soil can be manufactured continuously. Therefore, construction management at the work site is facilitated, and work efficiency can be improved.
【0023】図5は、第2実施形態の搬送装置10aの
模式図である。被処理土ホッパ4にはコンベア11上の
被処理土Aの高さを規定するならし板7が設けられ、そ
の上方にはコンベア11上の被処理土Aの高さを非接触
で計測する被処理土高さ検出器(超音波センサ等)13
が設けられている。コンベア11の一端部のガイド輪1
4にはコンベア速度検出器(エンコーダ)15が取着さ
れ、被処理土高さ検出器13により検出された被処理土
Aの高さと、コンベア速度検出器15により検出された
コンベア11の速度とに基づいて、搬送される被処理土
Aの供給スピードと積算供給量とを検出するようになっ
ている。なお、第2実施形態においても、搬送装置10
aはベルト式又は履帯式であっても良い。FIG. 5 is a schematic view of a transfer device 10a according to the second embodiment. The treated soil hopper 4 is provided with a leveling plate 7 for defining the height of the treated soil A on the conveyor 11, and above it, the height of the treated soil A on the conveyor 11 is measured without contact. Soil height detector (ultrasonic sensor etc.) 13
Is provided. Guide wheel 1 at one end of conveyor 11
A conveyor speed detector (encoder) 15 is attached to 4, and the height of the soil A detected by the soil height detector 13 and the speed of the conveyor 11 detected by the conveyor speed detector 15. , The supply speed of the conveyed soil A to be conveyed and the integrated supply amount are detected. In the second embodiment, the transfer device 10
a may be a belt type or a track type.
【0024】図6は、第2実施形態の混練部40aの模
式図である。混練ケース42内にはパドル式ミキサ43
aが回転自在に取着されている。混練部40aのその他
の構成は第1実施形態のものと同一なので説明は省略す
る。FIG. 6 is a schematic view of the kneading section 40a of the second embodiment. A paddle type mixer 43 is provided in the kneading case 42.
a is rotatably mounted. The other configuration of the kneading unit 40a is the same as that of the first embodiment, and the description is omitted.
【0025】図7は、混練部40の排出口41に接続す
る排出手段の別の構成例を示している。本構成では、排
出口41にとい63を接続しており、排出口41から排
出された流動化処理土は図示の矢印のようにとい63に
沿って埋め戻し場所に搬送される。これは、埋め戻しや
築堤等の作業現場が流動化処理土製造装置1の近傍にあ
る場合に用いられる。本案によると、コンクリートポン
プは不要となり、製造コストを安くできる。FIG. 7 shows another configuration example of the discharging means connected to the discharging port 41 of the kneading section 40. In this configuration, the trough 63 is connected to the discharge port 41, and the fluidized soil discharged from the discharge port 41 is conveyed to the backfill location along the trough 63 as shown by the arrow in the figure. This is used when a work site such as backfilling or embankment is in the vicinity of the fluidized soil production apparatus 1. According to the present invention, no concrete pump is required, and the manufacturing cost can be reduced.
【0026】以上説明したように、本発明に係る流動化
処理土製造装置は、被処理土と改良材とを細かく破砕し
つつ混合して混合材を作成した後、水を加えて混練する
ので、水に混合材が良く溶けて混練時間が短くなり、流
動化処理土を短時間で製造できる。また、被処理土、改
良材及び水は所定の混合比になるようにそれぞれ適量に
制御されるので、良質の流動化処理土を連続的に製造す
ることができる。この結果、本発明にかかる流動化処理
土製造装置は小型であっても処理量が多く、大規模工事
にも対応可能である。また小型で自走可能であるため、
埋め戻し及び築堤等の作業現場近傍の最も作業効率の良
い場所に設置可能であり、よって流動化処理土を遠隔の
プラントから輸送する必要がないので、輸送費用を安く
できる。さらに埋め戻し及び築堤等の作業現場の周辺に
仮設プラントを建設する場合に比して設置費用が安いの
で、経済的である。また、作業現場近傍に設置できるた
め、作業効率が良く、残土の利用が容易であり、工事費
用を低減できる。As described above, in the fluidized soil manufacturing apparatus according to the present invention, the soil to be treated and the improving material are finely crushed and mixed to prepare a mixed material, and then water is added and kneaded. In addition, the mixing material dissolves well in water, the kneading time is shortened, and the fluidized soil can be manufactured in a short time. In addition, since the soil to be treated, the improving material, and the water are each controlled to an appropriate amount so as to have a predetermined mixing ratio, a high-quality fluidized treated soil can be continuously produced. As a result, the fluidized soil production apparatus according to the present invention has a large amount of processing even if it is small, and can cope with large-scale construction. In addition, because it is small and self-propelled,
It can be installed at the place with the highest working efficiency near the work site such as backfilling and embankment, so that it is not necessary to transport the fluidized soil from a remote plant, so that the transportation cost can be reduced. Furthermore, since the installation cost is lower than when a temporary plant is constructed around the work site such as backfilling and embankment, it is economical. In addition, since it can be installed near the work site, the work efficiency is good, the remaining soil can be easily used, and the construction cost can be reduced.
【図1】本発明の流動化処理土製造装置の側面図であ
る。FIG. 1 is a side view of a fluidized soil production apparatus of the present invention.
【図2】本発明の破砕混合部の構成図である。FIG. 2 is a configuration diagram of a crushing and mixing unit of the present invention.
【図3】本発明の第1実施形態の搬送装置の模式図であ
る。FIG. 3 is a schematic diagram of a transport device according to the first embodiment of the present invention.
【図4】本発明の水供給装置の系統図である。FIG. 4 is a system diagram of a water supply device of the present invention.
【図5】本発明の第2実施形態の搬送装置の模式図であ
る。FIG. 5 is a schematic view of a transfer device according to a second embodiment of the present invention.
【図6】本発明の第2実施形態の混練部の模式図であ
る。FIG. 6 is a schematic view of a kneading unit according to a second embodiment of the present invention.
【図7】本発明の混練部の排出口に接続する排出手段の
別の構成例を示す図である。FIG. 7 is a diagram showing another configuration example of the discharging means connected to the discharging port of the kneading section of the present invention.
1:流動化処理土製造装置、2:走行部、3:架台、
4:被処理土ホッパ、5:下部排出口、6:スクラッピ
ングロータ、7:ならし板、10:搬送装置、11:コ
ンベア、12:コンベアスケール、13:超音波セン
サ、20:改良材ホッパ、21:改良材供給装置、3
0:破砕混合部、31:混合ケース、40:混練部、4
1:排出口、42:混練ケース、43:スクリュウ式ミ
キサ、43a:パドル式ミキサ、50:水供給装置、5
1:ノズル、56:流量計、57:バルブ、60:コン
クリートポンプ、62:配送管、63:とい、70:駆
動源。1: fluidized treated soil production equipment, 2: running section, 3: mount,
4: soil hopper to be treated, 5: lower discharge port, 6: scraping rotor, 7: leveling plate, 10: conveyor, 11: conveyor, 12: conveyor scale, 13: ultrasonic sensor, 20: improved material hopper , 21: improvement material supply device, 3
0: crushing and mixing section, 31: mixing case, 40: kneading section, 4
1: outlet, 42: kneading case, 43: screw-type mixer, 43a: paddle-type mixer, 50: water supply device, 5
1: Nozzle, 56: Flow meter, 57: Valve, 60: Concrete pump, 62: Delivery pipe, 63: Thread, 70: Drive source.
Claims (4)
被処理土ホッパ(4)と、被処理土ホッパ(4) の被処理土
を搬送する搬送装置(10)と、改良材が投入される改良材
ホッパ(20)と、改良材ホッパ(20)の改良材を供給する改
良材供給装置(21)と、供給された被処理土及び改良材を
破砕し混合する破砕混合部(30)と、被処理土及び改良材
の混合材に水又は泥水を供給する水供給装置(50)と、混
合材と水又は泥水とを混練する混練部(40)とを備えたこ
とを特徴とする流動化処理土製造装置。1. A soil hopper (4) into which soil to be treated for fluidized soil is introduced, a transport device (10) for transporting soil to be processed by the soil hopper (4), and an improvement material Material hopper (20) into which the material is fed, an improving material supply device (21) for supplying the improving material of the improving material hopper (20), and a crushing / mixing unit for crushing and mixing the supplied soil to be treated and the improving material. (30), a water supply device (50) for supplying water or muddy water to the mixture of the soil to be treated and the improving material, and a kneading section (40) for kneading the mixed material with water or muddy water. Characterized by a fluidized soil production equipment.
おいて、混練部(40)を破砕混合部(30)の下方に設けたこ
とを特徴とする流動化処理土製造装置2. The fluidized soil production apparatus according to claim 1, wherein the kneading section (40) is provided below the crushing and mixing section (30).
装置において、自走式の走行部(2) を有する架台(3)
に、前記被処理土ホッパ(4) と、搬送装置(10)と、改良
材ホッパ(20)と、改良材供給装置(21)と、破砕混合部(3
0)と、水供給装置(50)と、混練部(40)と、これらの各機
器及び走行部(2) を駆動する駆動源(70)とを搭載したこ
とを特徴とする流動化処理土製造装置。3. A pedestal (3) having a self-propelled running part (2) in the fluidized soil production apparatus according to claim 1 or 2.
Next, the soil hopper to be treated (4), a transport device (10), an improving material hopper (20), an improving material supplying device (21), and a crushing and mixing unit (3
0), a water supply device (50), a kneading unit (40), and a drive source (70) for driving these devices and the traveling unit (2). manufacturing device.
合材を製造し、次に、混合材に水又は泥水を供給して混
練し、土質改良した流動化処理土を製造することを特徴
とする流動化処理土製造方法。4. A mixed material is manufactured by crushing and mixing the soil to be treated and the improving material, and then water or muddy water is supplied to the mixed material and kneaded to produce a fluidized treated soil having improved soil quality. A method for producing a fluidized treated soil, comprising:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11161726A JP2000345578A (en) | 1999-06-08 | 1999-06-08 | Device and method of manufacturing superplasticized soil |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11161726A JP2000345578A (en) | 1999-06-08 | 1999-06-08 | Device and method of manufacturing superplasticized soil |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2000345578A true JP2000345578A (en) | 2000-12-12 |
Family
ID=15740729
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11161726A Pending JP2000345578A (en) | 1999-06-08 | 1999-06-08 | Device and method of manufacturing superplasticized soil |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2000345578A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101042281B1 (en) | 2009-03-03 | 2011-06-17 | 김수삼 | A Liquefied stabilized soil |
JP5571219B1 (en) * | 2013-04-08 | 2014-08-13 | 中性固化土工事業協同組合 | Shield excavation residual soil processing method and processing system |
KR101585079B1 (en) * | 2015-06-26 | 2016-01-22 | (주)세종이엔씨 | Filling apparatus of flowable fills for a structural backfills |
FR3061729A1 (en) * | 2017-01-12 | 2018-07-13 | Groupe Marais | MOTORIZED ENGINE FOR RECYCLING AGGREGATES AND MOTORIZED ASSEMBLY FOR PRODUCING TRENCHES COMPRISING SUCH A MOTORIZED ENGINE. |
KR101963199B1 (en) * | 2018-11-20 | 2019-03-28 | 조대호 | Manufacturing device of controlled low strength flowable material and placing method using the same |
KR102064767B1 (en) * | 2019-03-08 | 2020-01-10 | 조대호 | Colored low strength flowable fill for buried pipe line, manufacturing device thereof and construction method using the same |
CN110761347A (en) * | 2019-09-30 | 2020-02-07 | 中电建生态环境集团有限公司 | Fluidized soil construction equipment |
JP2020139372A (en) * | 2019-03-01 | 2020-09-03 | 範多機械株式会社 | Road paving machine and hopper control device used for the same |
-
1999
- 1999-06-08 JP JP11161726A patent/JP2000345578A/en active Pending
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101042281B1 (en) | 2009-03-03 | 2011-06-17 | 김수삼 | A Liquefied stabilized soil |
JP5571219B1 (en) * | 2013-04-08 | 2014-08-13 | 中性固化土工事業協同組合 | Shield excavation residual soil processing method and processing system |
KR101585079B1 (en) * | 2015-06-26 | 2016-01-22 | (주)세종이엔씨 | Filling apparatus of flowable fills for a structural backfills |
FR3061729A1 (en) * | 2017-01-12 | 2018-07-13 | Groupe Marais | MOTORIZED ENGINE FOR RECYCLING AGGREGATES AND MOTORIZED ASSEMBLY FOR PRODUCING TRENCHES COMPRISING SUCH A MOTORIZED ENGINE. |
WO2018130788A1 (en) * | 2017-01-12 | 2018-07-19 | Groupe Marais | Motorised vehicle for recycling aggregates and motorised unit for making trenches including such a motorised vehicle |
US10895061B2 (en) | 2017-01-12 | 2021-01-19 | Groupe Marais | Motorized vehicle for recycling aggregates and motorized unit for making trenches including such a motorized vehicle |
KR101963199B1 (en) * | 2018-11-20 | 2019-03-28 | 조대호 | Manufacturing device of controlled low strength flowable material and placing method using the same |
JP2020139372A (en) * | 2019-03-01 | 2020-09-03 | 範多機械株式会社 | Road paving machine and hopper control device used for the same |
JP7207717B2 (en) | 2019-03-01 | 2023-01-18 | 範多機械株式会社 | Road paving machine and hopper control device used therefor |
KR102064767B1 (en) * | 2019-03-08 | 2020-01-10 | 조대호 | Colored low strength flowable fill for buried pipe line, manufacturing device thereof and construction method using the same |
CN110761347A (en) * | 2019-09-30 | 2020-02-07 | 中电建生态环境集团有限公司 | Fluidized soil construction equipment |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP2867235B2 (en) | Self-propelled soil improvement machine | |
KR200197769Y1 (en) | Moving mixer for concrete | |
JP2000345578A (en) | Device and method of manufacturing superplasticized soil | |
KR100647056B1 (en) | Material feeder | |
JP2000008367A (en) | Viscous earth fluidizing method | |
JP3141114U (en) | Raw concrete agitator | |
JP3343523B2 (en) | Self-propelled soil improvement machine | |
JP2002097663A (en) | Self-traveling soil improving machine and preliminary crushing apparatus | |
JP2001334162A (en) | Fine granulating device for dehydrated cake | |
JP2641849B2 (en) | Method and apparatus for treating excavated soil mixed with mud mortar | |
JP3375556B2 (en) | Soil improvement system | |
JP2001038396A (en) | Mud solidifying and treating device | |
JP3102631B2 (en) | Conveyor mixer | |
JPH11229370A (en) | Soil improving machine having excavating means | |
JP3631195B2 (en) | Mobile soil conditioner | |
JP4828336B2 (en) | Insolubilizer | |
JP2834412B2 (en) | Excavated soil processing equipment kneaded with mud mortar | |
JP2000064343A (en) | Excavated material mixer | |
JP2008183469A (en) | Insolubilization apparatus | |
JPH0811084Y2 (en) | Tunnel building system | |
JP3965072B2 (en) | Sludge treatment equipment | |
JP4451758B2 (en) | Soil improvement machine | |
JP2000110194A (en) | Transferable mud-receiving tank device | |
JP2000096605A (en) | Backfilling method and backfilling material producing device | |
JP2001032322A (en) | Fluidization-treated soil production plant |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20050307 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20060426 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20060512 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20060921 |