JP2002285571A - Production equipment for fluidized treated soil - Google Patents

Production equipment for fluidized treated soil

Info

Publication number
JP2002285571A
JP2002285571A JP2001085076A JP2001085076A JP2002285571A JP 2002285571 A JP2002285571 A JP 2002285571A JP 2001085076 A JP2001085076 A JP 2001085076A JP 2001085076 A JP2001085076 A JP 2001085076A JP 2002285571 A JP2002285571 A JP 2002285571A
Authority
JP
Japan
Prior art keywords
mud
soil
fluidized soil
cylindrical drum
blade
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2001085076A
Other languages
Japanese (ja)
Inventor
Shuzo Oura
修三 大浦
Yukikazu Hanada
行和 花田
Hiroshi Kobayashi
拓 小林
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.)
Sato Kogyo Co Ltd
Teito Rapid Transit Authority
Original Assignee
Sato Kogyo Co Ltd
Teito Rapid Transit Authority
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 Sato Kogyo Co Ltd, Teito Rapid Transit Authority filed Critical Sato Kogyo Co Ltd
Priority to JP2001085076A priority Critical patent/JP2002285571A/en
Publication of JP2002285571A publication Critical patent/JP2002285571A/en
Pending legal-status Critical Current

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  • Crushing And Pulverization Processes (AREA)
  • Mixers Of The Rotary Stirring Type (AREA)

Abstract

PROBLEM TO BE SOLVED: To efficiently produce fluidized treated soil having a stabilized quality which permits to completely dissolve mud having cohesive soil as the main component in a small installation space. SOLUTION: A mud dissolving equipment 11 of this machine has a material inlet 20a and a rotation drive shaft 21 along a horizontal direction at a cross section center position of a horizontal type cylindrical drum 20 having a material exhaust port 20b, for the rotation drive shaft 21, a plurality of shovel vanes 23, 23,... are provided at proper intervals in the longitudinal direction of the members with the fixing positions mutually varied in the circumferential direction between the neighboring vanes, and a mixing machine with the construction arranged with chopper vanes 24 and 24 at the bottom side of the horizontal type cylindrical drum 20 is employed.

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、掘削工事において
発生する粘性土主体の泥土を流動化土として再利用する
ための流動化処理土の製造装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for producing fluidized soil for recycling mud mainly composed of clayey soil generated during excavation work as fluidized soil.

【0002】[0002]

【従来の技術】近年、都市部におけるシールド工事にお
いては、建設副産物の発生量の抑制やリサイクルの推進
を図るため、建設発生土をインバート材や埋戻し材とし
て有効利用する流動化処理土工法を採用するケースが多
くなっている。
2. Description of the Related Art In recent years, in a shielding work in an urban area, in order to suppress the generation amount of construction by-products and promote recycling, a fluidized soil construction method that effectively uses construction waste soil as invert material or backfill material has been adopted. More cases are being adopted.

【0003】泥水式シールドの場合は、余剰泥水に固化
材を添加して流動化処理土を製造する方法が採られてい
るが、土圧式シールドの場合には、発生する泥土を一旦
ピットに溜め、バックホウショベル等によりピット内で
泥土と水と固化材とを練り合わせて流動化処理を行った
り(先行例1)、強制練りミキサーに泥土を直接投入し
て水と混練するなどの方法(先行例2)が採用されてい
た。なお、前記固化材としては、通常セメント、セメン
ト系固化材、石灰等のものが主に使用され、必要に応じ
て添加剤等が加えられる。
[0003] In the case of a muddy shield, a method of producing a fluidized soil by adding a solidifying material to excess mud is adopted. In the case of an earth pressure shield, generated mud is temporarily stored in a pit. A method in which mud, water and a solidifying material are kneaded in a pit with a backhoe shovel or the like to perform fluidization (preceding example 1), or a method in which mud is directly introduced into a forced kneading mixer and kneaded with water (preceding example). 2) was adopted. As the solidifying material, cement, cement-based solidifying material, lime and the like are mainly used, and additives and the like are added as necessary.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、先行例
1による方法の場合には、重機等の使用により設備が大
きくなるとともに、狭隘な場所での設置が困難である、
製造効率が悪いなどの問題があった。また、先行例2に
よる方法の場合には、強制練りミキサーを使用して土塊
を剪断攪拌しようとしても、細分化(溶解)するのに時
間が掛かるとともに、剪断しきれない土塊粒が多く存在
するようになり、固化材との混合が不均一となるため流
動化処理土としての品質が安定しない。さらに、効率的
に流動化処理するため、複数台の強制練りミキサーを設
置するようにした場合には、設備の占有面積が大きくな
るなどの問題があった。
However, in the case of the method according to the preceding example 1, the equipment becomes large due to the use of heavy equipment and the like, and installation in a narrow place is difficult.
There were problems such as poor production efficiency. In addition, in the case of the method according to the preceding example 2, even if an attempt is made to shear and agitate the earth mass using a forced kneading mixer, it takes time to fragment (dissolve) the earth mass, and there are many earth mass particles that cannot be completely sheared. And the mixing with the solidified material becomes non-uniform, so that the quality of the fluidized soil is not stable. Furthermore, when a plurality of forced kneading mixers are installed for efficient fluidization, there is a problem that the occupied area of the equipment becomes large.

【0005】そこで本発明の主たる課題は、設置スペー
スが少なくて済むとともに、粘性土主体の泥土を短時間
で完全に溶解することが可能となり、品質の安定した流
動化処理土を効率よく製造し得る流動化処理土の製造装
置を提供することにある。
Accordingly, a main object of the present invention is to reduce the installation space, to dissolve mud mainly composed of viscous soil completely in a short time, and to efficiently manufacture fluidized soil having stable quality. An object of the present invention is to provide an apparatus for producing a fluidized soil to be obtained.

【0006】[0006]

【課題を解決するための手段】前記課題を解決するため
の本発明は、粘性土を主体とする泥土を解泥した後、解
泥した泥水に固化材を添加し混練して流動化処理土を製
造する流動化処理土の製造装置において、前記泥土の解
泥を行う解泥装置として、材料投入口を備えるととも
に、材料排出口を有する横型円筒状ドラムの断面中心位
置に水平方向に沿って回転駆動シャフトが配設されると
ともに、この回転駆動シャフトに対して、部材長手方向
に適宜の間隔でかつ隣接間で円周方向の固定位置を互い
に異ならせた複数のショベル羽根を備え、かつ前記横型
円筒状ドラムの底部側にチョッパー羽根が配設された構
造の混合機を用いることを特徴とするものである。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, according to the present invention, after sludge is decomposed mainly of clayey soil, a solidifying material is added to the decomposed muddy water, kneaded, and the fluidized soil is treated. In the fluidized treated soil manufacturing apparatus for manufacturing the soil, as a mud separator for de-mudging the mud, with a material input port, along the horizontal direction at the cross-sectional center position of the horizontal cylindrical drum having a material discharge port A rotary drive shaft is provided, and the rotary drive shaft is provided with a plurality of shovel blades having fixed circumferential positions different from each other at appropriate intervals in the longitudinal direction of the member and between adjacent ones, and The present invention is characterized in that a mixer having a structure in which chopper blades are disposed on the bottom side of a horizontal cylindrical drum is used.

【0007】この場合において、前記ショベル羽根とし
て三角錘状のスキ型ショベル羽根を用い、前記チョッパ
ー羽根として回転軸の長手方向に沿って羽根を十字状に
多段配置した多段式チョッパー羽根を用いるのが望まし
い。
In this case, a triangular pyramid-shaped ski-type shovel blade is used as the shovel blade, and a multistage chopper blade in which the blades are arranged in a multi-stage in a cross shape along the longitudinal direction of the rotating shaft is used as the chopper blade. desirable.

【0008】[0008]

【発明の実施の形態】以下、本発明の実施の形態につい
て図面を参照しながら詳述する。
Embodiments of the present invention will be described below in detail with reference to the drawings.

【0009】図1は本発明に係る流動化処理土の製造装
置の全体図であり、図2は泥土の解泥に使用される解泥
装置の斜視図、図3はその横断面図である。
FIG. 1 is an overall view of an apparatus for producing fluidized soil according to the present invention, FIG. 2 is a perspective view of a mud slicing apparatus used for mud slicing, and FIG. 3 is a cross-sectional view thereof. .

【0010】泥土圧式シールド掘削は、主に粘性土や粘
性土を含む地層に適するシールド掘削工法であり、近年
は付帯設備が少なくて済む、作業ヤードおよび立坑用地
の縮小化に資するなどの理由から多用されている。泥土
圧式シールド掘削では、従来はベルトコンベアによる泥
土輸送が主流を占めていたが、近年は坑内の安全性確
保、排土作業の効率化などの理由からポンプ圧送方式が
多用されるようになってきている。
[0010] Mud pressure shield excavation is a shield excavation method suitable mainly for cohesive soil or a layer containing cohesive soil. In recent years, it is necessary to reduce the number of auxiliary facilities and to reduce the size of work yards and shafts. It is heavily used. Conventionally, mud transportation using a belt conveyor has been the mainstream in mud pressure shield excavation.In recent years, however, pump pumping methods have been widely used for reasons such as ensuring safety inside the mine and improving the efficiency of earth removal work. ing.

【0011】従来は、排出された泥土は専ら廃棄処理さ
れていたが、本発明では排出される泥土の一部をインバ
ート材や埋戻し土として有効利用することを目的とし
て、泥土圧シールド1からポンプ圧送される圧送ライン
を途中で分岐させて、一方側圧送ラインを土砂ホッパー
5に導くとともに、他方側圧送ラインを流動化土製造シ
ステム6へ導き、流動化処理土を製造するようにしてい
る。
Conventionally, the discharged mud is exclusively disposed of. However, in the present invention, the mud pressure shield 1 is used to effectively utilize a part of the discharged mud as invert material or backfill soil. The pumping line to be pumped is branched on the way, and the one side pumping line is guided to the earth and sand hopper 5 and the other side pumping line is guided to the fluidized soil production system 6 to produce fluidized soil. .

【0012】具体的には、泥土圧式シールド掘削におけ
る泥土のポンプ圧送設備では、泥土圧シールド1に設備
されたスクリューコンベア2の下側に圧送用ポンプ3を
置き、スクリューコンベア2から落下した泥土を受け取
り、圧送用配管4を通して地上に搬出するようにし、前
記圧送用配管4を途中から分岐させて一方側圧送用配管
4Aを土砂ホッパー5に導き、他方側圧送配管4Bを流
動化土製造システム6に導くようにしている。埋戻し土
として必要な量は掘削土の内の一部分であり、また掘進
過程では地層の変化により流動化処理土として不適な砂
層または砂を多く含む土層に遭遇する場合もあるため、
泥土流路を切り替え可能とし、発生泥土の内の所望量を
かつ流動化処理土として好適な土質性状のものを流動化
処理土として処理できるようにするためである。
More specifically, in the mud pump pumping equipment for excavating the mud pressure shield, a pump 3 for pumping is placed below the screw conveyor 2 installed in the mud pressure shield 1 and mud dropped from the screw conveyor 2 is removed. The pumping pipe 4 is branched from the middle, the one-side pumping pipe 4A is guided to the earth and sand hopper 5, and the other-side pumping pipe 4B is connected to the fluidized soil production system 6 To lead to. The amount required as backfill soil is a part of the excavated soil, and during the excavation process, due to changes in the geological layer, it may encounter an unsuitable sand layer or sandy soil layer as fluidized soil,
This is because the mud flow path can be switched so that a desired amount of the generated mud and soil properties suitable as fluidized soil can be treated as fluidized soil.

【0013】前記流動化土製造システム6においては、
泥土の定量供給のために先ず、圧送された泥土が受けホ
ッパー7に投入される。この受けホッパー7に投入され
た泥土は、スクリューコンベア8により中継ホッパー9
に投入された後、圧送ポンプ10により、解泥装置11
に送られ、この解泥装置11において、清水槽13から
所定量の水が投入され、泥土がスラリー状に解泥され
る。
In the fluidized soil production system 6,
First, the fed mud is fed into the receiving hopper 7 for quantitative supply of the mud. The mud introduced into the receiving hopper 7 is transferred by the screw conveyor 8 to the relay hopper 9.
After being charged into the pulverizer, the pressure-reducing pump 10
And a predetermined amount of water is supplied from the fresh water tank 13 in the mud-removing apparatus 11, and the mud is de-mulled into a slurry.

【0014】本発明では、特に前記解泥装置11とし
て、図2および図3に示されるスキ型ショベル羽根式高
速混合機が用いられる。このスキ型ショベル羽根式高速
混合機は、上部に材料投入口20aを備えるとともに、
下部に開閉自在のゲートを備えた材料排出口20bを有
する横型円筒形状のドラム20の断面中心位置に水平方
向に沿って回転シャフト21が配設されるとともに、前
記横型円筒状ドラム20の側部に前記回転シャフト21
を回転駆動させる駆動源22を配置した装置で、前記回
転シャフト21には、部材長手方向に適宜の間隔で、か
つ隣接間で円周方向の固定位置を互いに異ならせなが
ら、図3に示される断面視で丁度円周方向を等分するよ
うに複数の、図示例では3本のショベル羽根23、23
…が設けられているとともに、前記ドラム20の底部側
であってかつ前記ショベル羽根23、23…の間にチョ
ッパー羽根24、24を備えた構造の混合装置である。
なお、符号25は前記横型円筒状ドラム20に設けられ
たエア抜き孔25である。
In the present invention, the skid-type shovel blade-type high-speed mixer shown in FIGS. This ski-type shovel blade type high-speed mixer has a material input port 20a at the top,
A rotary shaft 21 is disposed along the horizontal direction at the center of the cross section of a horizontal cylindrical drum 20 having a material discharge port 20b provided with a gate that can be opened and closed at the bottom, and a side portion of the horizontal cylindrical drum 20. The rotating shaft 21
FIG. 3 shows an apparatus in which a driving source 22 for driving the rotation is disposed. The rotating shaft 21 is provided at appropriate intervals in the longitudinal direction of the member and at circumferentially different fixing positions between adjacent ones. A plurality of, in the illustrated example, three excavator blades 23, 23 just divide the circumferential direction exactly in a sectional view.
Are provided and chopper blades 24, 24 are provided on the bottom side of the drum 20 and between the shovel blades 23, 23,.
Reference numeral 25 denotes an air vent hole 25 provided in the horizontal cylindrical drum 20.

【0015】前記ショベル羽根23としては、図4に示
されるように、三角錘状のスキ型ショベル羽根23A、
23Bが好適に使用され、一方前記チョッパー羽根24
としては、図5に示されるように、回転軸の長手方向に
沿って羽根を十字状に多段配置としたチョッパー羽根2
4A、24Bが好適に用いられる。
As the shovel blade 23, as shown in FIG. 4, a triangular pyramid-shaped ski-shaped shovel blade 23A,
23B is preferably used, while the chopper blade 24 is used.
As shown in FIG. 5, a chopper blade 2 in which blades are arranged in multiple stages in a cross shape along the longitudinal direction of the rotation axis.
4A and 24B are preferably used.

【0016】前記ショベル羽根23は、主に泥土の混練
作用を担い、一方前記チョッパー羽根24は主に高速剪
断分散作用を担うことで、粘性の高い泥土であっても完
全溶解が可能となる。すなわち、前記ショベル羽根23
は泥土を浮遊拡散効果により三次元的に運動・撹拌し、
短時間で効率的に均質に混合するとともに、前記チョッ
パー羽根24が泥土に高速剪断作用を与え、土塊状でか
つ粘性の高い泥土であっても完全にスラリー状に溶解す
ることが可能となる。
The shovel blades 23 mainly perform the kneading action of the mud, while the chopper blades 24 mainly perform the high-speed shearing and dispersing action, so that even mud having high viscosity can be completely dissolved. That is, the shovel blade 23
Moves and stirs mud three-dimensionally by the floating diffusion effect,
In addition to mixing efficiently and homogeneously in a short time, the chopper blades 24 apply a high-speed shearing action to the mud, and even if the clay is clumpy and has high viscosity, it can be completely dissolved in a slurry.

【0017】前述した構造および機能を備える解泥装置
(スキ型ショベル羽根式高速混合機)は、たとえば粉体
混合技術の分野で商品名:プローシェアーミキサー〔太
平洋機工株式会社製〕として市場に提供されているミキ
サーをそのまま使用することができる。
A mud separator (ski-type shovel blade type high-speed mixer) having the above-described structure and function is provided on the market as, for example, a pro-share mixer (manufactured by Taiheiyo Kiko Co., Ltd.) in the field of powder mixing technology. The mixer that has been used can be used as it is.

【0018】解泥された泥土は、前記解泥装置11によ
り解泥されスラリー状とされた後、アンダータンク12
を経て、次工程の固化材混合処理工程(図示せず)に送
られ、ここでさらにセメント等の固化材が投入・撹拌さ
れることにより流動化処理土が製造される。
The mud which has been pulverized is pulverized by the above-mentioned pulverizing apparatus 11 to form a slurry, and then the under tank 12
After that, the mixture is sent to the next solidification material mixing process (not shown), where the solidification material such as cement is further charged and stirred to produce fluidized soil.

【0019】ところで、上記例ではバッチ式解泥装置を
用いたが、泥土を連続的に解泥処理する場合には、横型
円筒状ドラム20の一方端側に材料投入口を有するとと
もに、他方端側に材料排出口を有し、材料を連続処理可
能とした連続式スキ型ショベル羽根式高速混合機が用い
られる。
In the above-described example, a batch-type de-pulping apparatus is used. However, when mud soil is continuously de-pulverized, a material input port is provided at one end of the horizontal cylindrical drum 20 and at the other end. A continuous ski type excavator blade type high-speed mixer having a material discharge port on the side and capable of continuously processing the material is used.

【0020】[0020]

【実施例】坑内からポンプ圧送されてきた泥土は、圧送
に要する水分を配管内内周に保持しているが、内部は土
塊のままの状態を維持しており、この粘性の高い泥土に
ついて溶解実験を行い、泥土溶解に適したミキサーの機
種選定を行った。
[Example] The mud pumped from the pit has the water required for pumping retained in the inner circumference of the pipe, but the inside remains in the state of a solid mass, and this viscous mud is dissolved. An experiment was conducted to select a mixer model suitable for mud dissolution.

【0021】〈実験方法〉プローシェアーミキサー、強
制練りミキサーおよびスパイラル・ピンミキサーの3種
類のミキサーを用いて、表1に示す物性の粘性土を試料
として溶解実験を行った。実験では、練り混ぜを10分
間行い、1分後、2分後、3分後、4分後、5分後およ
び10分後の練り混ぜ状況を観察し、泥水比重、JHSフ
ローを測定した。実験結果を表2に示す。
<Experimental Method> Using three types of mixers, a plowshare mixer, a forced kneading mixer and a spiral pin mixer, dissolution experiments were performed using viscous soils having the physical properties shown in Table 1 as samples. In the experiment, kneading was performed for 10 minutes, the kneading state was observed after 1, 2, 3, 4, 5, and 10 minutes, and the specific gravity of muddy water and JHS flow were measured. Table 2 shows the experimental results.

【0022】〈各ミキサーの構造〉プローシェアーミキ
サーは既に説明済みであるが、強制練りミキサーは図6
に示されるように、有底円筒状の混練槽30の内部に鉛
直軸回りに回転自在の主軸31を備えるとともに、この
主軸31にロータ32を備え、前記ロータ32に混練羽
根33、33を複数備えた構造のミキサーで、モルタル
やコンクリート練りなどに通常使用されているミキサー
である。
<Structure of Each Mixer> Although the plowshare mixer has already been described, the forced kneading mixer is shown in FIG.
As shown in FIG. 1, a main shaft 31 rotatable around a vertical axis is provided inside a cylindrical kneading tank 30 having a bottom, a rotor 32 is provided on the main shaft 31, and a plurality of kneading blades 33, 33 are provided on the rotor 32. This is a mixer with a structure that is usually used for mortar and concrete kneading.

【0023】一方、スパイラル・ピンミキサーは、図7
に示されるように、逆截頭円錐状のドラム34の内部
に、所定の間隙を空けた状態で、投入口部に分散ロータ
ー35を内設するとともに、上面および周面に多数のピ
ン36a…、36b…が植設されたミキシングローター
36を内設した構造の混合・混練機で、投入口から投入
された材料は、高速回転する分散ローター35によって
全周方向に均一に導入される。なお、水は前記分散ロー
ター35の内部を通り、投入材料と同様に全周方向に均
一に導入される。ドラム内に導入された材料は、ミキシ
ングローター36の上面にスパイラル状に配列された一
次分散用ピン36a、36a…により一次的に粗剪断さ
れ、次いでミキシングローター36の回転力を受け渦流
状に滞留している間に、周面の二次分散用ピン36b、
36b…によって激しく剪断される。
On the other hand, the spiral pin mixer is shown in FIG.
As shown in the figure, a dispersion rotor 35 is provided inside the charging port with a predetermined gap in the inverted truncated conical drum 34, and a large number of pins 36a are provided on the upper surface and the peripheral surface. , 36b are implanted in the mixing / kneading machine having a structure in which the mixing rotor 36 is installed, and the material introduced from the introduction port is uniformly introduced in the entire circumferential direction by the dispersion rotor 35 rotating at a high speed. The water passes through the inside of the dispersion rotor 35 and is uniformly introduced in the entire circumferential direction in the same manner as the input material. The material introduced into the drum is first roughly sheared by primary dispersing pins 36a, 36a... Arranged spirally on the upper surface of the mixing rotor 36, and then retained in a vortex shape by the rotational force of the mixing rotor 36. While doing, the secondary dispersion pins 36b on the peripheral surface,
It is severely sheared by 36b ...

【0024】[0024]

【表1】 [Table 1]

【0025】[0025]

【表2】 [Table 2]

【0026】上記実験から下記の知見が得られた。The following findings were obtained from the above experiments.

【0027】本発明に係るプローシェアーミキサーの
場合、粘性土と水とが高速で回転するショベル羽根によ
り混練され、同時にチョッパー羽根で粘性土が剪断分散
されることで、粘性の高い土砂であっても完全溶解が可
能となる。
In the case of the plowshare mixer according to the present invention, viscous soil and water are kneaded by a shovel blade rotating at a high speed, and at the same time, the viscous soil is sheared and dispersed by a chopper blade to obtain highly viscous earth and sand. Can be completely dissolved.

【0028】強制練りミキサーの場合、土砂と水が混
練槽内を羽根と共に回転し、長時間かけても土砂と水と
が完全溶解することはなかった。
In the case of the forced kneading mixer, earth and sand and water rotated in the kneading tank together with the blades, and the earth and sand and water did not completely dissolve even over a long period of time.

【0029】スパイラル・ピンミキサーの場合、泥土
の粘性が低い場合はミキシングに問題ないが、粘性が高
いとピンの回転負荷が大きくなり、ロータが停止しミキ
サー内部に泥土による閉塞が生じた。
In the case of the spiral pin mixer, mixing is not problematic when the viscosity of the mud is low, but when the viscosity is high, the rotational load of the pin is increased, the rotor is stopped, and the inside of the mixer is blocked by mud.

【0030】以上の結果から、プローシュアーミキサー
が粘性土の溶解に適していることが判明した。
From the above results, it was found that the prossure mixer was suitable for dissolving clayey soil.

【0031】[0031]

【発明の効果】以上詳説のとおり本発明によれば、設置
スペースが少なくて済むとともに、粘性土主体の泥土を
短時間で完全に溶解することが可能となり、品質の安定
した流動化処理土を効率よく製造し得るようになる。
As described in detail above, according to the present invention, the installation space can be reduced, and the mud mainly composed of viscous soil can be completely dissolved in a short time. It can be manufactured efficiently.

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

【図1】本発明に係る流動化処理土の製造装置の全体図
である。
FIG. 1 is an overall view of an apparatus for producing fluidized soil according to the present invention.

【図2】泥土の解泥に使用される解泥装置の一部破断斜
視図である。
FIG. 2 is a partially broken perspective view of a mud-removing device used for mud-removing mud.

【図3】解泥装置の横断面図(図2のIII−III線矢視
図)である。
FIG. 3 is a cross-sectional view (a view taken along the line III-III in FIG. 2) of the deflocculating apparatus.

【図4】ショベル羽根の拡大斜視図である。FIG. 4 is an enlarged perspective view of the shovel blade.

【図5】チョッパー羽根の拡大斜視図である。FIG. 5 is an enlarged perspective view of a chopper blade.

【図6】強制練りミキサーの断面構造図である。FIG. 6 is a sectional structural view of a forced kneading mixer.

【図7】スパイラル・ピンミキサーの断面構造図であ
る。
FIG. 7 is a sectional structural view of a spiral pin mixer.

【符号の説明】[Explanation of symbols]

1…泥土圧シールド、2…スクリューコンベア、3…圧
送用ポンプ、4…圧送配管、5…土砂ホッパー、6…流
動化土製造システム、7…受けホッパー、8…スクリュ
ーコンベア、9…中継ホッパー、10…圧送ポンプ、1
1…解泥装置、12…アンダータンク、13…清水槽、
20…横型円筒状ドラム、20a…材料投入口、20b
…材料排出口、21…回転シャフト、22…駆動源、2
3…ショベル羽根、24…チョッパー羽根
DESCRIPTION OF SYMBOLS 1 ... Mud pressure shield, 2 ... Screw conveyor, 3 ... Pump for pumping, 4 ... Pumping piping, 5 ... Sand hopper, 6 ... Fluidized soil production system, 7 ... Receiving hopper, 8 ... Screw conveyor, 9 ... Relay hopper, 10 ... pressure feed pump, 1
1 ... Mud separator, 12 ... Under tank, 13 ... Shimizu tank,
20: Horizontal cylindrical drum, 20a: Material inlet, 20b
... Material discharge port, 21 ... Rotary shaft, 22 ... Drive source, 2
3: Excavator blade, 24: Chopper blade

───────────────────────────────────────────────────── フロントページの続き (72)発明者 花田 行和 東京都新宿区西新宿6−24−1 佐藤工業 株式会社東京支店内 (72)発明者 小林 拓 東京都新宿区西新宿6−24−1 佐藤工業 株式会社東京支店内 Fターム(参考) 4D065 CA06 CB10 CC06 DD04 DD24 EA08 EB03 4G078 AA03 AB01 BA01 BA09 CA01 CA05 CA12 CA17 DA26 DA28 DA30 EA08  ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Yukikazu Hanada 6-24-1 Nishi-Shinjuku, Shinjuku-ku, Tokyo Sato Industry Co., Ltd. Tokyo Branch (72) Inventor Taku Kobayashi 6-24- Nishi-Shinjuku, Shinjuku-ku, Tokyo 1 Sato Kogyo Co., Ltd. Tokyo branch F term (reference) 4D065 CA06 CB10 CC06 DD04 DD24 EA08 EB03 4G078 AA03 AB01 BA01 BA09 CA01 CA05 CA12 CA17 DA26 DA28 DA30 EA08

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】粘性土を主体とする泥土を解泥した後、解
泥した泥水に固化材を添加し混練して流動化処理土を製
造する流動化処理土の製造装置において、 前記泥土の解泥を行う解泥装置として、材料投入口を備
えるとともに、材料排出口を有する横型円筒状ドラムの
断面中心位置に水平方向に沿って回転駆動シャフトが配
設されるとともに、この回転駆動シャフトに対して、部
材長手方向に適宜の間隔でかつ隣接間で円周方向の固定
位置を互いに異ならせた複数のショベル羽根を備え、か
つ前記横型円筒状ドラムの底部側にチョッパー羽根が配
設された構造の混合機を用いることを特徴とする流動化
処理土の製造装置。
An apparatus for manufacturing fluidized soil, comprising: demulsifying mud mainly composed of viscous soil; adding a solidifying material to the demulsified mud; kneading to produce a fluidized soil; As a deflocculator for performing deflocculation, a rotary drive shaft is provided along the horizontal direction at the center of the cross section of a horizontal cylindrical drum having a material discharge port, and a material input port is provided. On the other hand, a plurality of shovel blades whose circumferential fixing positions were different from each other at appropriate intervals in the longitudinal direction of the member and between adjacent members were provided, and chopper blades were disposed on the bottom side of the horizontal cylindrical drum. An apparatus for producing fluidized soil, comprising using a mixer having a structure.
【請求項2】前記ショベル羽根は三角錘状のスキ型ショ
ベル羽根であり、前記チョッパー羽根は、回転軸の長手
方向に沿って羽根を十字状に多段配置した多段式チョッ
パー羽根である請求項1記載の流動化処理土の製造装
置。
2. The shovel blade is a triangular pyramid-shaped ski-type shovel blade, and the chopper blade is a multistage chopper blade in which the blades are arranged in multiple stages in a cross shape along the longitudinal direction of a rotating shaft. An apparatus for producing fluidized soil according to the above.
JP2001085076A 2001-03-23 2001-03-23 Production equipment for fluidized treated soil Pending JP2002285571A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001085076A JP2002285571A (en) 2001-03-23 2001-03-23 Production equipment for fluidized treated soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001085076A JP2002285571A (en) 2001-03-23 2001-03-23 Production equipment for fluidized treated soil

Publications (1)

Publication Number Publication Date
JP2002285571A true JP2002285571A (en) 2002-10-03

Family

ID=18940652

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001085076A Pending JP2002285571A (en) 2001-03-23 2001-03-23 Production equipment for fluidized treated soil

Country Status (1)

Country Link
JP (1) JP2002285571A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005296903A (en) * 2004-04-16 2005-10-27 Jdc Corp Loosened soil processing method and loosened soil processing device
JP2006289307A (en) * 2005-04-14 2006-10-26 Fujiei Sangyo Kk Fine granulation apparatus of earth and sand, and mud
JP2009084940A (en) * 2007-10-02 2009-04-23 Taisei Corp Method of manufacturing fluidized soil
CN115318144A (en) * 2022-08-29 2022-11-11 福建越特新材料科技有限公司 Preparation method of composite additive for thermoplastic polyurethane modification

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005296903A (en) * 2004-04-16 2005-10-27 Jdc Corp Loosened soil processing method and loosened soil processing device
JP2006289307A (en) * 2005-04-14 2006-10-26 Fujiei Sangyo Kk Fine granulation apparatus of earth and sand, and mud
JP2009084940A (en) * 2007-10-02 2009-04-23 Taisei Corp Method of manufacturing fluidized soil
CN115318144A (en) * 2022-08-29 2022-11-11 福建越特新材料科技有限公司 Preparation method of composite additive for thermoplastic polyurethane modification

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