JPH08164363A - Treatment of dredging earth and soil - Google Patents

Treatment of dredging earth and soil

Info

Publication number
JPH08164363A
JPH08164363A JP33203894A JP33203894A JPH08164363A JP H08164363 A JPH08164363 A JP H08164363A JP 33203894 A JP33203894 A JP 33203894A JP 33203894 A JP33203894 A JP 33203894A JP H08164363 A JPH08164363 A JP H08164363A
Authority
JP
Japan
Prior art keywords
soil
sand
dredged
earth
size
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.)
Granted
Application number
JP33203894A
Other languages
Japanese (ja)
Other versions
JP3541204B2 (en
Inventor
Yutaka Shinoda
豊 信太
Hiroaki Oba
弘明 大場
Yoshiaki Wakasugi
吉明 若杉
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.)
WAKASUGIGUMI KK
Shinroku Seiki KK
Daiho Construction Co Ltd
Original Assignee
WAKASUGIGUMI KK
Shinroku Seiki KK
Daiho Construction 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 WAKASUGIGUMI KK, Shinroku Seiki KK, Daiho Construction Co Ltd filed Critical WAKASUGIGUMI KK
Priority to JP33203894A priority Critical patent/JP3541204B2/en
Publication of JPH08164363A publication Critical patent/JPH08164363A/en
Application granted granted Critical
Publication of JP3541204B2 publication Critical patent/JP3541204B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/52Mechanical processing of waste for the recovery of materials, e.g. crushing, shredding, separation or disassembly

Abstract

PURPOSE: To recycle dredging earth and soil by polishing stones, etc., in the dredging earth and soil to remove dull angle parts and crushing earth lumps and sand lumps, etc., then removing the mud, etc., sticking thereto to form gravel, sand and others in a crushing stage, and classifying the gravel, etc., with screens. CONSTITUTION: The dredging earth and soil charged into a hopper 1 are supplied to the screen 4 under addition of water 4 thereto and are then charged into a crushing machine 6, by which the dredging earth and soil are crushed with each other. Next, the earth and soil are sieved by the screen 7 to, for example, 25mm and the sizes smaller than this size. The earth and soil below 25mm are sieved by the screen 8 to >=5mm and the sizes below this size. The earth and soil failing to pass the respective screens 7, 8 are charged into an endless rubber body progressing under vibration of a sorter 9 and are collected as the gravel and the sand. The gravel and the sand are stored into storage tanks 10, 11. The endless rubber body has an ascending grade from mid-way and the earth and soil of the small sp. gr. which cannot climb the grade are discharged from the opposite side and are stored in a storage tank 12.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、浚渫土砂を処理して
再利用可能にした浚渫土砂処理方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dredged earth and sand treatment method in which dredged earth and sand is treated and made reusable.

【0002】[0002]

【従来の技術】河川が流れ込む港には河川からの流下土
砂が堆積するので、この土砂を定期的に浚渫していた。
この浚渫土砂は、砂礫や粘土,シルトの他に製紙工場が
近くにあれば製紙カス,さらには缶やビン等のゴミを混
入している。このような浚渫土砂の処理は、セメントを
混ぜて数ヶ月野積みした後に山間地へ埋め立てていた。
2. Description of the Related Art Sediment flowing down from a river accumulates at a port into which the river flows, so that the sediment was regularly dredged.
The dredged material contains gravel, clay, silt, paper dust if a paper mill is nearby, and dust such as cans and bottles. For such treatment of dredged material, cement was mixed and piled up for several months, and then landfilled in the mountainous area.

【0003】[0003]

【発明が解決しようとする課題】従来の埋め立て処分で
は、浚渫土砂に塩分が含まれるため、植生へ悪影響を与
えるおそれがあり、さらには埋め立て処分場の確保にも
限界があった。
In the conventional landfill disposal, since the dredged soil contains salt, there is a possibility that the vegetation may be adversely affected and there is a limit in securing landfill disposal sites.

【0004】そこで、この発明は、浚渫土砂を再利用で
きるようにした浚渫土砂処理方法を提供することを目的
とする。
[0004] Therefore, an object of the present invention is to provide a method for treating dredged sediment which enables reuse of the dredged soil.

【0005】[0005]

【課題を解決するための手段】上述の目的を達成するた
め、この発明は、浚渫土砂に加水しつつスクリーンを介
して大きさn1 以上のものを排除する工程と、大きさn
1 未満の浚渫土砂を水とともに一方向に回転する回転ド
ラム内へ投入し、回転ドラムの内周面にその軸方向に沿
って取付けられた複数の掻き上げ羽根と回転ドラム内に
偏心して配設され回転ドラムよりも速くかつ逆方向に回
転するロータの外周面にその軸方向に沿って取付けられ
た保持羽根とで浚渫土砂同士が互いに研磨,破砕し合う
ようにする破砕工程と、この破砕工程で処理された浚渫
土砂を1つないしいくつかのスクリーンを介して大きさ
2 (n2 <n1 )以上のものと未満のものとをふるい
分けするとともに、必要に応じてさらに大きさn3 (n
3 <n2 )以上のものと未満のものとにふるい分けする
工程と、それぞれの大きさにふるい分けられた浚渫土砂
を振動しながら進行する無端ゴム帯上に加水して投入
し、この無端ゴム帯は進行方向に向かって初めはほぼ水
平に進行し途中から登り勾配となるようにして浚渫土砂
中の比重の大きいものを無端ゴム帯の登り切って反転す
る個所から排出するとともに比重の小さいものは反対側
の反転個所から排出する工程と、前工程で得られたもの
を加水しながら1つないしいくつかのスクリーンを介し
てふるい分けする工程とを有し、浚渫土砂を砂,砂利,
ゴミ,スラリー状の細かな土にふるい分けするものであ
る。
In order to achieve the above-mentioned object, the present invention comprises a step of removing water having a size of n 1 or more through a screen while adding water to dredged sand, and a method of removing the size n.
A dredged soil of less than 1 is put into a rotating drum that rotates in one direction together with water, and it is eccentrically arranged inside the rotating drum and a plurality of scraping blades attached along the axial direction of the rotating drum. And a crushing process in which the dredged sand and sand are ground and crushed with each other by the holding blades mounted along the axial direction on the outer peripheral surface of the rotor that rotates faster and in the opposite direction than the rotating drum. The dredged material treated with 1. is sieved through one or several screens to a size n 2 (n 2 <n 1 ) or more and a size n 2 or less, and further a size n 3 if necessary. (N
3 <n 2 ) A step of sieving into those above and below, and the dredged sand that has been sifted into each size is poured into the endless rubber band that is advancing while vibrating, and this endless rubber band In the dredged soil, the one with a large specific gravity is discharged from the end of the endless rubber band where the endless rubber band has been climbed up and the one with a small specific gravity It has a step of discharging from the reversal point on the opposite side and a step of sieving through one or several screens while adding the water obtained in the previous step to sand, gravel,
It is used for sieving into fine soil such as dust and slurry.

【0006】[0006]

【作用】この発明では、破砕工程において、浚渫土砂中
の石等を研磨して鋭角部を除去するとともに、土塊や砂
塊等を破砕し、付着する泥土類を除去し、砂利,砂,そ
の他のものとし、これをスクリーンで分級し、さらに振
動する無端ゴム帯の勾配を登り切ったものとそうでない
ものとに短時間で正確に分けることができ、さらにスク
リーンで分級することにより、砂や砂利を得ることがで
きる。ゴミは処分しあるいは堆肥に利用し、スラリー状
の細かな土は高圧で圧縮して土のケーキとしこれを加工
すれば路床材や畑土等に利用できる。
According to the present invention, in the crushing step, stones and the like in the dredged soil are polished to remove sharp corners, and the lumps of sand and sand are crushed to remove adhering mud, gravel, sand, etc. It is possible to classify this with a screen, and further divide the oscillating endless rubber band into a climbed one and one that is not so quickly in a short time. You can get gravel. The waste can be disposed of or used for compost, and the slurry-like fine soil can be used as roadbed material, upland soil, etc. by compressing it with high pressure to form a cake of soil.

【0007】[0007]

【実施例】以下に、この発明の好適な実施例を図面を参
照にして説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described below with reference to the drawings.

【0008】図1に示すフローチャートは、浚渫土砂を
ホッパー1に投入し、このホッパー1から自動供給機2
により水3を加えながらスクリーン4に供給する。この
スクリーン4では大きさがn1 以上、実施例では大きさ
が100mm以上のものを排除し、貯蔵槽5に貯蔵する。
このスクリーン4を通過してきた浚渫土砂は破砕機6に
投入される。大きさ100mm未満の浚渫土砂は水ととも
に一方向に回転する回転ドラム61内へ投入し回転ドラ
ム61の内周面にその軸方向に沿って取付けられた複数
の掻き上げ羽根62と回転ドラム61内に偏心して配設
され回転ドラム61よりも速くかつ逆方向に回転するロ
ータ63の外周面にその軸方向に沿って取付けられた保
持羽根64とで浚渫土砂同士が互いに研磨,破砕し合う
ようにする。この破砕機6の詳細は後述する。この破砕
機6から排出されてきた浚渫土砂はスクリーン7の個所
で大きさn2 以上のものと未満のものとをふるい分け
し、ここでは25mm以上のものとそれ未満のものとにふ
るい分けし、25mm未満の大きさのものは次のスクリー
ン8に至り、ここで大きさ5mm以上のものと未満のもの
とにふるい分けられる。ここで、スクリーン7を通過し
なかったもの(大きさ25mm以上)とスクリーン8を通
過しなかったもの(大きさ5mm以上)はそれぞれ水3を
加えられて選別機9に投入される。この選別機9につい
ては後述するが、振動しながら進行する無端ゴム帯90
上に加水して投入された浚渫土砂は、砂利あるいは砂と
して採取され、それぞれ貯蔵槽10,11に貯蔵され
る。無端ゴム帯90は進行方向に向かって初めはほぼ水
平に進行し途中から登り勾配となるようにして浚渫土砂
中の比重の大きいものを無端ゴム帯90の登り切って反
転する個所から排出する。この勾配を登り切れない比重
の小さいものは反対側の反転個所から排出され、貯蔵槽
12に貯蔵される。スクリーン8を通過してきたもの
(大きさ5mm未満)は原水槽13に一旦貯溜され、ポン
プ14により分級機(サイクロン)15に投入される。
分級機15で分級された一方のものはスクリーン16の
個所で大きさ0.7mm以上のものとそれ未満のものとに
ふるい分けられる。また分級機15で分級された他方の
ものは夾雑物スクリーン17により貯蔵槽12にいくも
のとスラリー処理工程へ至るものとに分けられる。この
夾雑物スクリーン17は大きさ0.2mm以上のものと未
満のものとにふるい分ける。スクリーン16を通過しな
かったものは選別機9に至り、この選別機9の勾配を登
り切ったものが貯蔵槽18に貯蔵され、登り切れなかっ
たものはスラリー処理工程へ至る。貯蔵槽18には5mm
未満の細砂がスットクされる。スラリー処理工程では、
このスラリー状の細かな土を高圧で圧縮して水分を抜き
取り、土のケーキにする。この土のケーキは加工して路
床材や畑土等に利用する。夾雑物の貯蔵槽12で貯蔵し
たものは堆肥に利用できるものと処分するものとに分け
られる。
In the flow chart shown in FIG. 1, the dredged material is put into the hopper 1 and the automatic feeder 2 is fed from the hopper 1.
Is supplied to the screen 4 while adding water 3. The screen 4 having a size of n 1 or more, and in the embodiment, a size of 100 mm or more is excluded and stored in the storage tank 5.
The dredged material that has passed through the screen 4 is put into a crusher 6. The dredged material with a size of less than 100 mm is thrown into the rotary drum 61 which rotates in one direction together with water, and a plurality of scraping blades 62 and the rotary drum 61 are attached to the inner peripheral surface of the rotary drum 61 along its axial direction. With the holding blade 64 attached along the axial direction on the outer peripheral surface of the rotor 63 which is eccentrically arranged and rotates faster than the rotating drum 61 and in the opposite direction, the dredged sands are ground and crushed with each other. To do. Details of the crusher 6 will be described later. The dredged material discharged from the crushing machine 6 is screened at a location of the screen 7 into a size n 2 or more and a size n 2 or less, and here, it is screened to a size of 25 mm or more and a size of less than 25 mm. Those having a size of less than reach the next screen 8 where they are screened into those having a size of 5 mm or more and those having a size of less than 5 mm. Here, the water which has not passed through the screen 7 (size of 25 mm or more) and the water which has not passed through the screen 8 (size of 5 mm or more) are respectively added with water 3 and fed into the sorting machine 9. Although this sorter 9 will be described later, an endless rubber band 90 that advances while vibrating.
The dredged soil that has been added with water is collected as gravel or sand and stored in storage tanks 10 and 11, respectively. The endless rubber band 90 advances substantially horizontally toward the advancing direction and has an ascending slope in the middle thereof, and the one having a large specific gravity in the dredged soil is discharged from the point where the endless rubber band 90 has climbed up and turned over. Those having a small specific gravity that cannot climb this gradient are discharged from the reverse portion on the opposite side and stored in the storage tank 12. Those that have passed through the screen 8 (size less than 5 mm) are temporarily stored in the raw water tank 13 and fed into the classifier (cyclone) 15 by the pump 14.
One of the pieces classified by the classifier 15 is screened at a portion of the screen 16 into a size of 0.7 mm or more and a size of less than 0.7 mm. Further, the other one classified by the classifier 15 is divided by the contaminant screen 17 into the storage tank 12 and the slurry treatment step. The foreign matter screen 17 is screened to a size of 0.2 mm or more and a size of less than 0.2 mm. Those that have not passed through the screen 16 reach the sorting machine 9, those that have climbed up the gradient of this sorting machine 9 are stored in the storage tank 18, and those that have not climbed reach the slurry processing step. 5 mm for storage tank 18
Less than fine sand is stocked. In the slurry processing step,
The slurry-like fine soil is compressed under high pressure to remove water and form a cake of soil. This soil cake is processed and used as roadbed material and upland soil. What is stored in the foreign matter storage tank 12 is divided into those that can be used for compost and those that are to be disposed of.

【0009】破砕機6は、図2に示すように一方向に回
転する回転ドラム61を有し、この回転ドラム61の内
部にロータ63が下部に偏心して配設され、このロータ
63の回転は回転ドラムよりも速くかつ逆方向に回転す
るようになっている。回転ドラム61の回転は、外周面
に設けられた環状歯車65にモーター66の駆動歯車6
7を噛み合わせることにより行っている。ロータ63に
は回転軸68を設けてあり、この回転軸68は駆動機構
69により回転させられる。回転ドラム61の入口側に
は投入シュート70が取付けてある。回転ドラム61の
回転速度を5〜100r.p.m.に設定した場合、ロータ6
3の回転速度は20〜1000r.p.m.程度に設定され
る。
The crusher 6 has a rotary drum 61 which rotates in one direction as shown in FIG. 2, and a rotor 63 is eccentrically arranged in the lower part of the rotary drum 61, and the rotor 63 rotates. It is designed to rotate faster and in the opposite direction than a rotating drum. The rotation of the rotary drum 61 is generated by driving the drive gear 6 of the motor 66 with the annular gear 65 provided on the outer peripheral surface.
This is done by engaging 7 The rotor 63 is provided with a rotary shaft 68, and the rotary shaft 68 is rotated by a drive mechanism 69. A charging chute 70 is attached to the inlet side of the rotary drum 61. When the rotation speed of the rotating drum 61 is set to 5 to 100 rpm, the rotor 6
The rotation speed of No. 3 is set to about 20 to 1000 rpm.

【0010】図3は図2のA−A線簡略断面図を示し、
回転ドラム61の内周面には複数の掻き上げ羽根62を
設けてあり、ロータ63の外周面には複数の保持羽根6
4が取付けてある状態を示す。図3において符号Zで示
す領域で破砕処理が主として行われる。
FIG. 3 is a schematic sectional view taken along line AA of FIG.
A plurality of scraping blades 62 are provided on the inner peripheral surface of the rotating drum 61, and a plurality of holding blades 6 are provided on the outer peripheral surface of the rotor 63.
4 shows a state where 4 is attached. The crushing process is mainly performed in the area indicated by reference numeral Z in FIG.

【0011】図4は図3における領域Zにおける浚渫土
砂Yの処理状態を示す図である。掻き上げ羽根62は回
転ドラム61の回転方向に沿って移動するので浚渫土砂
Yを上方に掻き上げ、保持羽根64はロータ63の回転
方向に沿って移動するので浚渫土砂Yを引きおろすよう
に作用する。保持羽根64で保持された浚渫土砂Yは、
掻き上げ羽根62で掻き上げられていく土砂とぶつかり
合いこの個所に剪断力が作用する。また、円周方向にお
ける両羽根62,64間の間隔は領域Zで最も狭くなる
ので、剪断力とともに圧縮力も作用し、浚渫土砂同士が
破砕研磨される。図3で示す領域Zのスペースは掻き上
げ羽根62と保持羽根64とが最も近づく個所であり、
この個所における浚渫土砂Yには強い圧縮力が作用して
いる。剪断力については両羽根62,64が鋏の刃の機
能を果たして浚渫土砂Yの角や付着物を除去するととも
に、それぞれの羽根と羽根との間に保持された浚渫土砂
Y同士がすり合わせられて角や付着物を除去することが
できることとなる。また、ロータ63は回転ドラム61
の偏心位置に設けてあるので、浚渫土砂は場所により変
化する圧縮力が繰り返し加えられることとなる。すなわ
ち、狭いスペース内で浚渫土砂Yに作用する圧縮力を変
化させることができるので、浚渫土砂Yを砂利,砂,そ
の他に分けることができる。
FIG. 4 is a diagram showing a processing state of the dredged soil Y in the area Z in FIG. Since the raking blade 62 moves along the rotation direction of the rotary drum 61, it scoops up the dredged soil Y, and the holding blade 64 moves along the rotation direction of the rotor 63, so that it acts to pull down the dredged soil Y. To do. The dredged material Y held by the holding blades 64 is
The scraping blade 62 collides with the sand and sand that is being scraped up, and a shearing force acts on this part. Further, since the interval between the blades 62 and 64 in the circumferential direction is the smallest in the region Z, the compressive force acts together with the shearing force, so that the dredged soil is crushed and polished. The space of the area Z shown in FIG. 3 is a location where the scraping blade 62 and the holding blade 64 are closest to each other,
A strong compressive force acts on the dredged material Y at this location. Regarding the shearing force, both blades 62 and 64 act as blades of scissors to remove the corners and deposits of the dredged sand Y, and the dredged sand Y held between each blade and the blade is rubbed together. Corners and deposits can be removed. Further, the rotor 63 is the rotating drum 61.
Since it is provided at the eccentric position, the compressive force that changes depending on the location is repeatedly applied to the dredged material. That is, since the compressive force acting on the dredged soil Y can be changed in a narrow space, the dredged soil Y can be divided into gravel, sand, and others.

【0012】次に選別機9を図5に基づいて説明する。
この選別機9は、振動しながら進行する無端ゴム帯90
を有し、この無端ゴム帯90は進行方向に向かって初め
はほぼ水平に進行し途中から登り勾配となるようにして
ある。メインフレーム91は支持脚92により地上に固
定してあり、メインフレーム91の長手方向途中から登
り勾配がつけてある。このメインフレーム91は、所定
幅をあけた平行一対のものであり、その両端に駆動ロー
ラー93と従動ローラー94とが取付けてある。メイン
フレーム91には振動フレーム95が取付けてある。2
本の平行一対のメインフレーム91のそれぞれに取付け
られた振動フレーム95を跨ぐように櫓97が設けてあ
り、この櫓97に加振機98が取付けてある。加振機9
8を作動させると櫓97が振動し、櫓97の振動は振動
フレーム95に伝達され、振動フレーム95の振動はメ
インフレーム91には伝達されないようにしてある。駆
動ローラー93と従動ローラー94との間に長手方向両
側に波形状の立壁99が設けられた無端ゴム帯90が設
けられている。振動フレーム95には無端ゴム帯90の
下面の幅方向に沿って接触する回転ローラー100が多
数取付けてある。無端ゴム帯90は進行方向に向かって
初めはほぼ水平に進行し、途中から登り勾配となるよう
に設定してあるので、投入されてきた浚渫土砂は無端ゴ
ム帯90が水平方向に進行している部分、すなわち図中
矢印Aの個所で供給される。浚渫土砂中の比重の大きな
ものは登り勾配を登り切ることとなり、これらは排出ホ
ッパー101から落下される。無端ゴム帯90の進行方
向途中には散水機102を設けておき、比重の小さな不
純物を除去し易くしてある。回転ローラー100は、図
6に示すように、左右一対ずつ無端ゴム帯90の中心部
へ向けて下がるように傾斜させて取付け、これら回転ロ
ーラー100上に乗る恰好の無端ゴム帯90の中心を窪
ませ、幅方向における無端ゴム帯90を大略円弧状にた
るませる。なお図6において符号103は弾性部材を示
し、振動フレーム95の振動をメインフレーム91へ伝
えるのを防止している。無端ゴム帯90の登り勾配の傾
斜角度や距離によって排出ホッパー101から排出され
るものを調整する。すなわち、細砂を選別して採集しよ
うとすればこの登り勾配を緩くし、砂利を採取しようと
すればこの登り勾配を強くすればよい。このような選別
装置9を用いることにより、従来必要とされた貯水池は
不要となり、全体がコンパクトかつ簡単な構造となり、
選別しようとするものが迅速かつ正確に得られる。
Next, the sorting machine 9 will be described with reference to FIG.
This sorter 9 has an endless rubber band 90 that advances while vibrating.
The endless rubber band 90 advances substantially horizontally toward the direction of travel, and has a climbing slope from the middle. The main frame 91 is fixed to the ground by the support legs 92, and the main frame 91 has a climbing slope from the middle in the longitudinal direction. The main frame 91 is a parallel pair having a predetermined width, and a driving roller 93 and a driven roller 94 are attached to both ends of the main frame 91. A vibration frame 95 is attached to the main frame 91. Two
A turret 97 is provided so as to straddle a vibration frame 95 attached to each of a pair of parallel main frames 91 of the book, and a shaker 98 is attached to the turret 97. Shaker 9
When the turret 97 is operated, the turret 97 vibrates, the vibration of the turret 97 is transmitted to the vibrating frame 95, and the vibration of the vibrating frame 95 is not transmitted to the main frame 91. An endless rubber band 90 provided with corrugated standing walls 99 on both sides in the longitudinal direction is provided between the driving roller 93 and the driven roller 94. A large number of rotating rollers 100 are attached to the vibrating frame 95 so as to come into contact with each other along the width direction of the lower surface of the endless rubber band 90. Since the endless rubber band 90 is set to advance substantially horizontally toward the advancing direction and to have an ascending slope from the middle, the dredged sand that has been put into the endless rubber band 90 moves in the horizontal direction. It is supplied at a portion indicated by an arrow A in the figure. Those with a large specific gravity in the dredged material will climb up the climbing slope, and these will fall from the discharge hopper 101. A sprinkler 102 is provided midway in the traveling direction of the endless rubber band 90 to facilitate the removal of impurities having a small specific gravity. As shown in FIG. 6, the rotating rollers 100 are attached such that each pair of right and left is inclined so as to descend toward the center of the endless rubber band 90, and the center of the endless rubber band 90 that is placed on the rotating rollers 100 is recessed. No, the endless rubber band 90 in the width direction is slackened in a substantially arc shape. In FIG. 6, reference numeral 103 denotes an elastic member, which prevents the vibration of the vibrating frame 95 from being transmitted to the main frame 91. What is discharged from the discharge hopper 101 is adjusted according to the inclination angle and the distance of the climbing slope of the endless rubber band 90. That is, if fine sand is to be selected and collected, this climbing slope may be made gentle, and if gravel is to be collected, this climbing slope may be made strong. By using such a sorting device 9, the conventionally required reservoir is not required, and the entire structure is compact and simple,
You get what you want to sort quickly and accurately.

【0013】図7は装置全体の平面を示し、ホッパー1
から自動供給機2によりベルトコンベアー19を介して
スクリーン4に浚渫土砂が運ばれ、このスクリーン4を
通過してきた浚渫土砂が破砕機6により破砕処理され
る。この破砕機6から排出されてきた浚渫土砂はスクリ
ーン7およびスクリーン8によりそれぞれふるい分けさ
れ、各スクリーン7,8を通過しなかったものはベルト
コンベアー20,21を介して選別機9,9に運ばれ
る。貯蔵槽10では大きさが25〜100mmのものが貯
蔵され、貯蔵槽11では大きさが5〜25mmのものが貯
蔵される。これら選別機9,9で選別されなかったもの
はベルトコンベアー22を介して夾雑物ストック用の貯
蔵槽12に運ばれる。スクリーン8を通過したものは原
水槽13に運ばれ、この原水槽13から分級機15に搬
送される。
FIG. 7 shows a plan view of the entire apparatus, and the hopper 1
From the automatic feeder 2, the dredged sand is carried to the screen 4 via the belt conveyor 19, and the dredged sand that has passed through the screen 4 is crushed by the crusher 6. The dredged material discharged from the crusher 6 is screened by the screen 7 and the screen 8, and those that have not passed through the screens 7 and 8 are conveyed to the sorters 9 and 9 via the belt conveyors 20 and 21. . The storage tank 10 stores the size of 25 to 100 mm, and the storage tank 11 stores the size of 5 to 25 mm. Those that have not been sorted by these sorters 9, 9 are conveyed to a storage tank 12 for stock of contaminants via a belt conveyor 22. The material that has passed through the screen 8 is carried to the raw water tank 13 and is carried from this raw water tank 13 to the classifier 15.

【0014】[0014]

【発明の効果】以上説明したように、この発明によれ
ば、浚渫土砂に加水しつつスクリーンを介して大きさn
1 以上のものを排除する工程と、大きさn1 未満の浚渫
土砂を水とともに一方向に回転する回転ドラム内へ投入
し、回転ドラムの内周面にその軸方向に沿って取付けら
れた複数の掻き上げ羽根と回転ドラム内に偏心して配設
され回転ドラムよりも速くかつ逆方向に回転するロータ
の外周面にその軸方向に沿って取付けられた保持羽根と
で浚渫土砂同士が互いに研磨,破砕し合うようにする破
砕工程と、この破砕工程で処理された浚渫土砂を1つな
いしいくつかのスクリーンを介して大きさn2 (n2
1 )以上のものと未満のものとをふるい分けするとと
もに、必要に応じてさらに大きさn3 (n3 <n2 )以
上のものと未満のものとにふるい分けする工程と、それ
ぞれの大きさにふるい分けられた浚渫土砂を振動しなが
ら進行する無端ゴム帯上に加水して投入し、この無端ゴ
ム帯は進行方向に向かって初めはほぼ水平に進行し途中
から登り勾配となるようにして浚渫土砂中の比重の大き
いものを無端ゴム帯の登り切って反転する個所から排出
するとともに比重の小さいものは反対側の反転個所から
排出する工程と、前工程で得られたものを加水しながら
1つないしいくつかのスクリーンを介してふるい分けす
る工程とを有し、浚渫土砂を砂,砂利,ゴミ,スラリー
状の細かな土に分級するので、浚渫土砂の再利用が可能
である。また破砕工程や無端ゴム帯による選別工程は連
続運転が可能であるため、大量の浚渫土砂を効率よく処
理することができる。
As described above, according to the present invention, the size n is passed through the screen while being added to the dredged soil.
A step of eliminating one or more and a plurality of dredged sands having a size smaller than n 1 are put together with water into a rotating drum that rotates in one direction, and are attached to the inner peripheral surface of the rotating drum along its axial direction. Of the dredging sand and sand with each other by the scraping blades and the holding blades mounted eccentrically in the rotating drum and mounted along the axial direction on the outer peripheral surface of the rotor rotating faster and in the opposite direction than the rotating drum, A crushing process for crushing each other and a size n 2 (n 2 <n 2 <n 2 <n 2 <n
n 1 ) or more and less than n 1 ) and, if necessary, a size n 3 (n 3 <n 2 ) or more and less than, and the size of each The dredged soil that has been sifted into the water is poured into the endless rubber band that is advancing while vibrating, and this endless rubber band advances in a substantially horizontal direction toward the advancing direction and becomes an ascending slope from the middle of the dredging. Discharging the one with a large specific gravity in the earth and sand from the point where the endless rubber band climbs up and turns over, and the one with a small specific gravity from the reverse point on the other side, It has a step of sieving through three or several screens and classifies the dredged soil into fine soil in the form of sand, gravel, dust, and slurry, so that the dredged soil can be reused. Further, since the crushing process and the sorting process using the endless rubber band can be continuously operated, a large amount of dredged sand can be efficiently treated.

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

【図1】この発明のフローチャートを示す図。FIG. 1 is a diagram showing a flowchart of the present invention.

【図2】破砕機の側面図。FIG. 2 is a side view of the crusher.

【図3】図2A−A線簡略断面図。FIG. 3 is a simplified cross-sectional view taken along the line AA of FIG.

【図4】図3における領域Zの拡大詳細図。4 is an enlarged detailed view of a region Z in FIG.

【図5】選別機を示す側面図。FIG. 5 is a side view showing a sorter.

【図6】選別機の正面簡略図。FIG. 6 is a schematic front view of a sorting machine.

【図7】装置全体の概略平面図。FIG. 7 is a schematic plan view of the entire apparatus.

【符号の説明】[Explanation of symbols]

4,7,8,16,17 スクリーン 6 破砕機 9 選別機 61 回転ドラム 62 掻き上げ羽根 63 ロータ 64 保持羽根 90 無端ゴム帯 4,7,8,16,17 Screen 6 Crusher 9 Sorter 61 Rotating drum 62 Raking blade 63 Rotor 64 Holding blade 90 Endless rubber band

───────────────────────────────────────────────────── フロントページの続き (72)発明者 大場 弘明 静岡県富士市浜田町41番地 大豊建設株式 会社田子の浦作業所内 (72)発明者 若杉 吉明 静岡県小笠郡大東町千浜6141 株式会社若 杉組内 ─────────────────────────────────────────────────── --- Continuation of the front page (72) Inventor Hiroaki Oba 41 Hamada-cho, Fuji-shi, Shizuoka Prefecture Daitoyo Construction Co., Ltd.Tago no Ura Works (72) Inventor Yoshiaki Wakasugi 6141 Chihama, Oto-gun, Shizuoka Waka Co., Ltd. Sugigumi

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 浚渫土砂に加水しつつスクリーンを介し
て大きさn1 以上のものを排除する工程と、 大きさn1 未満の浚渫土砂を水とともに一方向に回転す
る回転ドラム内へ投入し、回転ドラムの内周面にその軸
方向に沿って取付けられた複数の掻き上げ羽根と回転ド
ラム内に偏心して配設され回転ドラムよりも速くかつ逆
方向に回転するロータの外周面にその軸方向に沿って取
付けられた保持羽根とで浚渫土砂同士が互いに研磨,破
砕し合うようにする破砕工程と、 この破砕工程で処理された浚渫土砂を1つないしいくつ
かのスクリーンを介して大きさn2 (n2 <n1 )以上
のものと未満のものとをふるい分けするとともに、必要
に応じてさらに大きさn3 (n3 <n2 )以上のものと
未満のものとにふるい分けする工程と、 それぞれの大きさにふるい分けられた浚渫土砂を振動し
ながら進行する無端ゴム帯上に加水して投入し、この無
端ゴム帯は進行方向に向かって初めはほぼ水平に進行し
途中から登り勾配となるようにして浚渫土砂中の比重の
大きいものを無端ゴム帯の登り切って反転する個所から
排出するとともに比重の小さいものは反対側の反転個所
から排出する工程と、 前工程で得られたものを加水しながら1つないしいくつ
かのスクリーンを介してふるい分けする工程とを有し、 浚渫土砂を砂,砂利,ゴミ,スラリー状の細かな土に分
級することを特徴とする浚渫土砂処理方法。
1. A step of removing water having a size of n 1 or more through a screen while adding water to the dredged sand, and throwing the dredged sand having a size of less than n 1 together with water into a rotating drum that rotates in one direction. , A plurality of scraping blades mounted along the axial direction on the inner peripheral surface of the rotating drum and the shaft on the outer peripheral surface of the rotor which is arranged eccentrically inside the rotating drum and rotates faster and in the opposite direction than the rotating drum. A crushing process in which the dredged sand is ground and crushed by the holding blades installed along the direction, and the dredged sand processed in this crushing process is sized through one or several screens. A process of sieving n 2 (n 2 <n 1 ) or more and less than n 2 (n 2 <n 1 ) and less than n 3 (n 3 <n 2 ) or more if necessary And each The dredged material that has been sifted into the ground is poured into the endless rubber strip that is advancing while vibrating, and this endless rubber strip is advanced almost horizontally toward the advancing direction and becomes a climbing slope from the middle. The one with high specific gravity in the dredged soil is discharged from the point where the endless rubber band climbs up and is reversed, and the one with low specific gravity is discharged from the reverse point on the opposite side, and the one obtained in the previous step is added. However, it has a step of sieving through one or several screens and classifies the dredged soil into fine sand in the form of sand, gravel, dust and slurry.
JP33203894A 1994-12-12 1994-12-12 Dredged soil treatment method Expired - Lifetime JP3541204B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33203894A JP3541204B2 (en) 1994-12-12 1994-12-12 Dredged soil treatment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33203894A JP3541204B2 (en) 1994-12-12 1994-12-12 Dredged soil treatment method

Publications (2)

Publication Number Publication Date
JPH08164363A true JPH08164363A (en) 1996-06-25
JP3541204B2 JP3541204B2 (en) 2004-07-07

Family

ID=18250450

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33203894A Expired - Lifetime JP3541204B2 (en) 1994-12-12 1994-12-12 Dredged soil treatment method

Country Status (1)

Country Link
JP (1) JP3541204B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0997202A2 (en) * 1998-10-30 2000-05-03 Kabushiki Kaisha Kumagaigumi Method and system for carrying out treatment of granular substances with pollutants adhered
JP2013188725A (en) * 2012-03-15 2013-09-26 Toshiba Corp Solid-liquid separation apparatus and solid-liquid separation method
CN113735484A (en) * 2021-08-28 2021-12-03 重庆石博士新材料有限公司 Additive, machine-made sand fair-faced concrete and preparation method and device thereof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108855466B (en) * 2018-06-06 2020-04-17 山西大学 Sand making machine and sand making method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0997202A2 (en) * 1998-10-30 2000-05-03 Kabushiki Kaisha Kumagaigumi Method and system for carrying out treatment of granular substances with pollutants adhered
US6402064B1 (en) * 1998-10-30 2002-06-11 Shinroku Seiki Kabushiki Kaisha Method and system for carrying out treatment of granular substances with pollutants adhered
EP0997202A3 (en) * 1998-10-30 2002-09-25 Kabushiki Kaisha Kumagaigumi Method and system for carrying out treatment of granular substances with pollutants adhered
JP2013188725A (en) * 2012-03-15 2013-09-26 Toshiba Corp Solid-liquid separation apparatus and solid-liquid separation method
CN113735484A (en) * 2021-08-28 2021-12-03 重庆石博士新材料有限公司 Additive, machine-made sand fair-faced concrete and preparation method and device thereof

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