JPH0411261B2 - - Google Patents

Info

Publication number
JPH0411261B2
JPH0411261B2 JP29091390A JP29091390A JPH0411261B2 JP H0411261 B2 JPH0411261 B2 JP H0411261B2 JP 29091390 A JP29091390 A JP 29091390A JP 29091390 A JP29091390 A JP 29091390A JP H0411261 B2 JPH0411261 B2 JP H0411261B2
Authority
JP
Japan
Prior art keywords
muddy water
gravel
sand
screen
mud
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP29091390A
Other languages
Japanese (ja)
Other versions
JPH03157154A (en
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 filed Critical
Priority to JP29091390A priority Critical patent/JPH03157154A/en
Publication of JPH03157154A publication Critical patent/JPH03157154A/en
Publication of JPH0411261B2 publication Critical patent/JPH0411261B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Combined Means For Separation Of Solids (AREA)
  • Separation Of Solids By Using Liquids Or Pneumatic Power (AREA)

Description

【発明の詳細な説明】 本発明は生コンクリート状の泥分が表面に固着
した砂礫を洗浄し、砂礫分と泥分を分離する振動
篩に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vibrating sieve for cleaning sand and gravel on the surface of which mud in the form of fresh concrete has adhered, and separating the sand and gravel from the mud.

一般に泥漿シールド工法(加泥シールド工法と
も云う)において発生する掘削ずりは、掘削機に
よつて切羽内に圧入する高濃度泥と地山の土砂が
混合して生コンクリート状になつて排出される。
この排出づりは固体の空〓部を泥漿が充満し、掘
削機内では液圧が保持できる状態のものであるの
で、このまゝ車で輸送する時等は取扱上は液性を
示し、輸送中に道路に泥漿がもれて道路を汚した
り、通行人に泥をはねたりして二次公害を発生す
る恐れがあつた。またベントナイト等を含む泥水
は、捨場における処理も難かしく、産業廃棄物に
指定され、処理費が著しく高価なものとなる等の
欠点がある。
In general, excavation shear that occurs in the mud shield method (also called the mud shield method) is a mix of highly concentrated mud that is forced into the face by an excavator and soil from the ground, and is discharged in the form of ready-mixed concrete. .
The empty space of this solid is filled with slurry, and the liquid pressure can be maintained inside the excavator, so when transporting it by car, it will be handled as a liquid and during transport. There was a risk that sludge would leak onto the roads, staining them, or splashing mud onto passersby, causing secondary pollution. Furthermore, muddy water containing bentonite and the like is difficult to dispose of at dump sites, is designated as industrial waste, and has drawbacks such as extremely high processing costs.

本発明はかゝる高濃度泥水とずりとの混合物の
処理に関するもので掘削時に添加する高濃度泥に
は高価なベントナイトや粉末粘土等を配合してつ
くられているので、掘削現場で、出来るだけ少
量の水でずりを洗浄して泥分を除去した砂礫分と
泥水を分離し、砂礫は骨材原料として有効に利用
できるようにする。分離した泥水はできるだけ
再利用できるように回収することを目的とするも
のである。
The present invention relates to the treatment of such a mixture of highly concentrated mud water and shear.The highly concentrated mud added during excavation is made by blending expensive bentonite, powdered clay, etc. The sand and gravel from which the mud has been removed by washing the shear with a small amount of water are separated from the muddy water, allowing the sand and gravel to be effectively used as an aggregate raw material. The purpose is to recover the separated muddy water so that it can be reused as much as possible.

そもそも高濃度泥と地山の砂礫及び土分の混合
物は生コンクリート状で直接篩の上に供給しても
表面に固着した泥分は除去できない。形状の大き
な礫分は砂分と分離できたとしても砂と泥分は網
目が目詰りして分離できない。
In the first place, a mixture of highly concentrated mud, sand and gravel from the ground, and soil is in the form of ready-mixed concrete, and even if it is directly fed onto a sieve, the mud that has adhered to the surface cannot be removed. Even if large-sized gravel can be separated from sand, the mesh between sand and mud becomes clogged and cannot be separated.

本発明の礫の表面の泥分を除去し、砂も泥分と
効率よく分離し、且つ粘土、ベントナイト等を高
率で回収するためできるだけ濃度の高い泥水中で
充分粒子相互間の摩擦作用(礫だけでなく砂を混
合した状態がよい)が有効であるから篩の一部を
洗浄室にすることによつて解決した。
In order to remove mud on the surface of the gravel of the present invention, efficiently separate sand from mud, and recover clay, bentonite, etc. at a high rate, sufficient frictional action between particles ( Since it is effective to use a mixture of not only gravel but also sand, we solved the problem by using part of the sieve as a cleaning chamber.

本発明について図面を示して説明する。第1図
において、1は本発明の篩本体で、2はローヘツ
ド形加振体である。3は粗礫用スクリーン6のず
り投入部に設けられたプールである。こゝに掘削
現場から搬送された高濃度泥水と地山の土砂と混
合したずりが連続投入される。4はプールに設け
られた堰板である。5は粗礫用スクリーン6に設
けられた堰板である。この粗礫用スクリーン6の
目開きは例えば15mmである。7は細礫用スクリー
ンで粗礫用スクリーン6の下段に設けられてお
り、その目開きは例えば2.5mmのものが使用され
る。スクリーンは夫々ほぼ水平に設置されてい
る。8は礫を洗浄するための洗浄撒水管であり、
9も同様洗浄撒水管である。ずりは矢印Aの方向
から供給される。
The present invention will be explained with reference to the drawings. In FIG. 1, 1 is the sieve body of the present invention, and 2 is a low-head vibrator. 3 is a pool provided at the shear input portion of the screen 6 for debris. Highly concentrated mud water transported from the excavation site and shear mixed with earth and sand are continuously injected into this area. 4 is a weir plate provided in the pool. 5 is a weir plate provided on the gravel screen 6. The mesh size of this gravel screen 6 is, for example, 15 mm. Reference numeral 7 denotes a screen for fine gravel, which is provided at the lower stage of the screen for fine gravel 6, and has a mesh opening of, for example, 2.5 mm. Each screen is installed almost horizontally. 8 is a washing water pipe for washing gravel;
9 is a cleaning water sprinkling pipe as well. Shear is supplied from the direction of arrow A.

すなわち、篩本体1は矢印Fの方向へ振動する
ことにより、高濃度泥水と地山の砂礫及び土分の
混合物は投入部プール3内で洗浄水でうすめら
れ、振動により泥水中で粒子相互間の摩擦作用を
受け、砂、礫内表面に固着した泥分は除去され
る。かくして固着泥分から分離した砂、礫及び泥
水は堰4を越えて粗礫用スクリーン6に移動し、
粗礫の固体粒子を分粒し、さらに細礫用スクリー
ン7に送られ細礫を分粒する。粗礫、細礫は夫々
スクリーンの一端から排出される。分離された泥
水、砂は細礫用スクリーン7から流下する。分離
された粗礫、細礫は矢印B方向へ排出される。
That is, by vibrating the sieve body 1 in the direction of arrow F, the mixture of highly concentrated muddy water, sand and gravel from the ground, and soil is diluted with washing water in the input pool 3, and the vibrations cause particles to be separated from each other in the muddy water. Due to the frictional action of sand and gravel, the mud that has adhered to the inner surface of the gravel is removed. The sand, gravel and mud water separated from the fixed mud cross the weir 4 and move to the gravel screen 6.
The solid particles of the gravel are sized, and then sent to a screen 7 for granules, where the granules are further sized. The gravel and fine gravel are each discharged from one end of the screen. The separated muddy water and sand flow down from the gravel screen 7. The separated gravel and fine gravel are discharged in the direction of arrow B.

篩本体1によつて粗礫、細礫を分離された砂分
と泥水は泥水受樋10に受けられた後、更に砂分
離機11に送られる。此の砂分離機の例として砂
分離機11中で砂分は泥中からスクリユー12で
捲き上げられ、砂分は矢印Cから排出される。砂
分離機11から分離された泥水は溢流して泥水受
槽13に貯溜され、泥水は更に泥水循環ポンプ1
4により配管9を経由して篩本体1に循環使用さ
れる。切替弁16は洗浄時ON、又切替弁17は
泥水回収時ONとされる。18は回収泥水槽で
こゝで貯えられた泥水は回収泥水ポンプ19によ
つて矢印Dの回収泥水として再利用する。
Sand and muddy water separated into coarse gravel and fine gravel by the sieve body 1 are received by a muddy water receiving trough 10 and then sent to a sand separator 11. As an example of this sand separator, in the sand separator 11, sand is scooped up from mud by a screw 12, and the sand is discharged from arrow C. The muddy water separated from the sand separator 11 overflows and is stored in the muddy water receiving tank 13, and the muddy water is further transferred to the muddy water circulation pump 1.
4 is circulated to the sieve body 1 via piping 9. The switching valve 16 is turned on during cleaning, and the switching valve 17 is turned on when collecting muddy water. Reference numeral 18 denotes a recovery mud water tank, and the mud water stored here is reused as recovery mud water as indicated by arrow D by a recovery mud water pump 19.

以上説明したように、本発明は生コンクリート
状の泥分が表面に固着した砂礫を、篩分けの前に
洗浄水の溜るプールに投入し、プール内に滞留さ
せ、振動篩の振動を利用して投入物自身の相互摩
擦作用で投入物の表面に固着した汚れをプール内
洗浄水により洗浄させ、砂漿を砂、礫、泥分に容
易に篩分けしやすいようにする効果を有するもの
である。
As explained above, in the present invention, gravel with fresh concrete-like mud adhered to the surface is thrown into a pool containing washing water before sieving, and is allowed to stay in the pool, using the vibration of the vibrating sieve. This has the effect of making it easier to sieve the dirt that adheres to the surface of the input materials with the washing water in the pool due to the mutual friction of the input materials, and to easily separate the sand, gravel, and mud into sand, gravel, and mud. .

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

第1図は本発明である振動洗浄篩装置の説明図
である。 1……篩本体、2……加振体、3……プール、
4,5……堰板、6……粗礫用スクリーン、7…
…細礫用スクリーン、8,9……洗浄撒水管、1
0……泥水受樋、11……砂分離機、12……ス
クリユー、13……泥水受槽、14……泥水循環
ポンプ、16,17……切替弁、18……回収泥
水槽、19……ポンプ。
FIG. 1 is an explanatory diagram of a vibration cleaning sieve device according to the present invention. 1... Sieve body, 2... Vibrating body, 3... Pool,
4, 5...Weir plate, 6...Screen for debris, 7...
...Gravel screen, 8, 9...Cleaning water pipe, 1
0...Mud water receiving gutter, 11...Sand separator, 12...Screw, 13...Mud water receiving tank, 14...Mud water circulation pump, 16, 17...Switching valve, 18...Recovery mud water tank, 19... pump.

Claims (1)

【特許請求の範囲】[Claims] 1 振動篩本体の最上段の粗礫用スクリーンに複
数の堰を設け、その一つは原料投入部分の洗浄水
の留るプールを形成せしめ、且つ粗礫スクリーン
とプールの上には夫々洗滌撤水管を設け、該最上
段のスクリーンの下段には細礫用スクリーンを
ほヾ水平に設け、かくして粗礫、細礫は夫々スク
リーンの一端から排出され、振動篩本体の下に
夫々のスクリーンから落下する砂分と泥水を受け
る泥水受樋が設けられ、砂分と泥水は該泥水受樋
を経てその一端に配置された砂分離機に投入さ
れ、砂分離機から分離された砂分を排出し、溢流
した泥水は隣接して設けてある泥水受槽に貯留さ
れ、泥水は篩本体の洗滌撒水管に配管を通して循
環使用され、又泥水の1部は回収泥水槽に貯えら
れ再利用機構に使用するようにした振動篩装置。
1 A plurality of weirs are installed on the uppermost gravel screen of the vibrating sieve body, one of which forms a pool where washing water for the raw material input section remains, and above the gravel screen and the pool, there is a washing drain, respectively. A water pipe is provided, and a screen for fine particles is installed almost horizontally at the bottom of the uppermost screen, so that the gravel and fine particles are discharged from one end of each screen and fall from each screen to the bottom of the vibrating sieve body. A muddy water receiving gutter is provided to receive sand and muddy water, and the sand and muddy water are fed into a sand separator disposed at one end of the muddy water receiving gutter, and the separated sand is discharged from the sand separator. The overflowing muddy water is stored in a muddy water receiving tank installed adjacently, and the muddy water is circulated through piping to the washing water pipe of the sieve body, and a part of the muddy water is stored in the recovery muddy water tank and used in the reuse mechanism. A vibrating sieve device designed to
JP29091390A 1990-10-30 1990-10-30 Vibrating and cleaning screen Granted JPH03157154A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29091390A JPH03157154A (en) 1990-10-30 1990-10-30 Vibrating and cleaning screen

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29091390A JPH03157154A (en) 1990-10-30 1990-10-30 Vibrating and cleaning screen

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP58121673A Division JPS6014953A (en) 1983-07-06 1983-07-06 Washing vibrating screen

Publications (2)

Publication Number Publication Date
JPH03157154A JPH03157154A (en) 1991-07-05
JPH0411261B2 true JPH0411261B2 (en) 1992-02-27

Family

ID=17762133

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29091390A Granted JPH03157154A (en) 1990-10-30 1990-10-30 Vibrating and cleaning screen

Country Status (1)

Country Link
JP (1) JPH03157154A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0537349U (en) * 1991-10-24 1993-05-21 三和機材株式会社 Foreign matter sorting tank for discharged mud water
JP4594899B2 (en) * 2005-05-16 2010-12-08 大成建設株式会社 Excavation sediment treatment method and excavation sediment disposal apparatus
JP4889446B2 (en) * 2006-10-30 2012-03-07 株式会社クボタ Wet vibration sieve device and wet vibration sieve method
KR101871994B1 (en) * 2017-08-22 2018-06-27 강희철 Sand producti0n apparatus
CN109290017B (en) * 2018-09-28 2021-08-20 安徽谦谨建设有限公司 Automatic treatment device for construction waste materials of building engineering

Also Published As

Publication number Publication date
JPH03157154A (en) 1991-07-05

Similar Documents

Publication Publication Date Title
US20020092799A1 (en) Reclaimer
JP2013163169A (en) Method for separating and removing contaminant
US11439929B2 (en) System for processing solid and liquid construction waste
JPH0411261B2 (en)
JP4593259B2 (en) Sludge treatment system
JPH0335980B2 (en)
JP2004066140A (en) Concrete dehydrator and industrial waste treatment method
JP4123510B2 (en) Contaminated soil treatment system
JP4464075B2 (en) Purification method for contaminated soil
JP2007175585A (en) Treatment method of contaminated soil
JPH0655198A (en) Method for treating sludge
CN110304746A (en) A kind of concrete sewage processing recycling and reusing system
JP2000257109A (en) Construction method for fluidized back-filling
JPS5833791Y2 (en) Dirty sand cleaning separation equipment
JPH10183683A (en) Method and device for volume reduction of construction sludge
CN115448557B (en) System and method for treating sediment of dredging river channel
JP4190375B2 (en) Construction sludge treatment method and treatment system
JP4207523B2 (en) Contaminated soil treatment equipment
JP2000176925A (en) Fluidizing treating device
JPS60114360A (en) Device for recovering high-concentration mud water for shield driving method
CN212025140U (en) Building mud resourceful treatment device
JPH076215B2 (en) Method and device for reclaiming excavated soil
JPH11117291A (en) Fluidization treatment device
JP3720914B2 (en) Muddy water treatment method and treatment apparatus
JP3793502B2 (en) Treatment method for low water content mud