[go: up one dir, main page]

JPS5869922A - Hardening treatment of sludge - Google Patents

Hardening treatment of sludge

Info

Publication number
JPS5869922A
JPS5869922A JP19305881A JP19305881A JPS5869922A JP S5869922 A JPS5869922 A JP S5869922A JP 19305881 A JP19305881 A JP 19305881A JP 19305881 A JP19305881 A JP 19305881A JP S5869922 A JPS5869922 A JP S5869922A
Authority
JP
Japan
Prior art keywords
sludge
hardening
hull
stirring
ship
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
JP19305881A
Other languages
Japanese (ja)
Other versions
JPS626048B2 (en
Inventor
Sadayoshi Sakamoto
坂本 定義
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.)
INOKUCHI CHUZOSHO KK
TAIHEI SHOKO KK
Original Assignee
INOKUCHI CHUZOSHO KK
TAIHEI SHOKO KK
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 INOKUCHI CHUZOSHO KK, TAIHEI SHOKO KK filed Critical INOKUCHI CHUZOSHO KK
Priority to JP19305881A priority Critical patent/JPS5869922A/en
Publication of JPS5869922A publication Critical patent/JPS5869922A/en
Publication of JPS626048B2 publication Critical patent/JPS626048B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • E02D3/126Consolidating by placing solidifying or pore-filling substances in the soil and mixing by rotating blades

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Treatment Of Sludge (AREA)

Abstract

PURPOSE:To efficiently and uniformly perform the hardening treatment of sludge by providing a sludge-stirring and hardening device in a freely running manner on a rail lever provided wideways on a hull. CONSTITUTION:Three or more hulls 1 are arranged and the base 3 of a sludge- stirring and hardening device is set in a freely running manner on a rail lever formed by connecting rails 2 and 2'. In treating sludge, a stirring blade 7 is lowered to a given depth and continuously turned to stir sludge by turning each shaft 6 by power, during which period a hardening agent is injected through a nozzle 9 from an injection hose 8. After the completion of the treatment, the base 3 is moved along the rails 2 and 2' to move the sludge stirring and hardening device for treatment. Then, the hulls 1 are moved to untreated area by winch, etc., and the same operations are repeated.

Description

【発明の詳細な説明】 本JjlA@は、IIIi岸.港湾内.蕎刈用内,農工
亀用用水略.場立m等のヘドロ及び軟弱地−の酸化錫層
をなす方法に関するものである. ゛上記したような&
類場所のヘドロ地1の一土本工番において、骸工◆の施
工時点より作泉を、         ・ ゛ 、 看しく1−δζなし、場所供電においては工事な会《不
可能となす畳重が発生してい4ものであ部分が沈下し、
所期のaa9を金く畢し得ない仁とが多軸するものー(
・ある。
DETAILED DESCRIPTION OF THE INVENTION This JjlA@ is based on IIIi Kishi. Inside the port. Water for buckwheat harvesting, agricultural and industrial turtle use. This article relates to a method for forming a tin oxide layer on sludge and soft soil such as soil.゛As mentioned above &
At the main construction site of sludge land 1 in a similar location, the spring was created from the time of the construction of the skeleton ◆. There were 4 parts that had occurred and the area sank,
It's a multi-axis thing with Jin who can't make the expected aa9 gold.
·be.

従単においてへドロ処珈装叡が細動された番のであるが
、この麺線は船体が重体であり富に一方方向にのみ進行
するξとにより、処iwmsが着しく狭く作JI1都亭
を低下させるとともκ、攪拌機構はパイプで構成され、
各々から硬化剤を噴出6fるよう(ζなしたことにより
、該硬化剤を多鰍に必装としてヘドロの硬化むらが発生
していたものである。
It was the turn of the sludge-dokoro-souei to be fibrillated in the Jyuutan, but this noodle string had a heavy hull and could only move in one direction. As well as lowering κ, the stirring mechanism consists of a pipe,
By spraying the hardening agent from each part, the hardening agent was required to be applied to many fish, causing uneven hardening of the sludge.

木遣−は、上記−欠点を解−するとと&に、移動を響−
となしてヘドロのiIl化作本を着しく高―帯になし得
るようになしたことを特徴するものでゐる。
After solving the above-mentioned shortcomings, Kiyari will be able to move and move.
It is characterized by the fact that it has been adapted from Hedoro's original work in a way that makes it possible for a high-level audience.

以下、実施鉤図によって9本発明の構成を説明する。鋼
材またはその他の資材を以って一体(υを一基以上複数
基形成して1画へ執導杆(2)・輿′を麺繞凰長、短縮
自在に横設し、m#に執4杆の上−へ細歯tIJを左右
移拳幽在に釧會欽叡せしめ、細歯の上j^鍔対向位ll
Kガイド杼〔)・饅どを立設してj! ! t6)を上
下鋤自在に板付け、#1義tsに円孔履シャフト(旬を
メタルを介してriiに軸端し、喬シャフトの下端にI
1g#$1繊(1)を−着婁着、上端に硬化M注入用ホ
ースφ)を遍過績纏し、各シャフトの下端口にはノズル
(9)をそれぞれ取付け、ガイド杼の上部にILNモー
ター等の取付細台を構成してなるものである。尚、図中
−はヘドロを示したものである。
Hereinafter, the configuration of the present invention will be explained with reference to an implementation diagram. One or more υ units are formed using steel or other materials, and the guiding rods (2) and 輿′ are installed horizontally in one stroke so that they can be shortened at will, and 4 units are attached to m#. Move the fine tooth tIJ to the top of the rod from side to side, and let the fine tooth tIJ move to the left and right.
Set up the K guide shuttle [) and steamed buns and j! ! t6) is attached to a plate so that it can be freely moved up and down, and the shaft end of the circular hole shaft (rii) is attached to the #1 ts through the metal, and the lower end of the qiao shaft is
1g #$1 fiber (1) is wrapped around the top end of the hardened M injection hose φ), and a nozzle (9) is attached to the bottom end of each shaft, and the nozzle (9) is attached to the top of the guide shuttle. It consists of a thin mounting base for ILN motors, etc. Note that - in the figure indicates sludge.

つぎに、本発−の作用、動車を真llAm−によって貌
−する。
Next, we will look at the action and motion of this invention in terms of true Am.

本軸@着ζfI!用するヘトa吠化処塘装置は、上記し
たような構成からなるもので、本願の装線を以ってヘド
ロの峡化処場作皐を爽−すると基は、先ず、船体(1)
の船主及び船尾の上−へ装設した一拌注入機構を船体と
と&に所定位置へ移III&sするとともに、架台(3
)の上l1II絢側対向位置に立殴したガイドIIf(
4J・(4トへ遊嵌Sせた基台(67に取付けし−たモ
ーター(−示しない)または”その他の動力によりて待
シャフト(t17 G−転させ、&f1m坪羽捩(1)
を連−一転させながら一次ヘドロQiJ円沈入させつつ
販ヘドロを攪拌させるとともに、注入用ホースφ)から
各シャフトの円孔を経由して下端のノズル(sl)より
攪件申のヘドロ内へ硬化剤を噴射用するものである。従
って、硬化剤とヘドロとの泥倉を着しく良好となし、完
全均等泥倉をなすとともに、硬化作用を急遮化さ曾るi
のである。鷹た。Mtlih)を^ガイド杆に遊績して
上下作動aする橡になし、j!に、m四−)を執尋杼(
至)・dへ遊設して左右方向へ移−真在となしたことに
よって、ヘドロの攪拌深度を富艷楓楊に會わ曽て歪極春
−に行うことがで−るとと4K、左右移鋤崗在にして億
絆、硬化−彩作履輻層を従来に比して看しく広範■化す
るものである。
Main axis @ Arrival ζfI! The sludge filtration device to be used has the above-mentioned configuration, and when the sludge is cleaned using the wire of the present application, first, the hull (1) is
The stirring injection mechanism installed on the ship's owner and stern was moved to the specified position on the ship's hull, and the cradle (3
), the guide IIf was punched in a standing position on the upper l1II side of Aya (
4J・(4J・(4T) is loosely fitted on the base (67) and the stand shaft (t17G) is rotated by the motor (not shown) attached to 67 or other power, &f1m Tsuboha screw (1)
The primary sludge QiJ is allowed to settle while the sludge is stirred, and the sludge is poured into the sludge from the injection hose φ) through the circular hole of each shaft and from the nozzle (sl) at the lower end of the agitated sludge. This is for spraying a hardening agent. Therefore, the hardening agent and sludge form a well-balanced mud tank, forming a completely uniform mud tank, and the hardening action is rapidly blocked.
It is. Takata. Mtlih) is moved to the guide rod and the rod is moved up and down a, j! , the interrogation shuttle (m4-)
4K This makes the hardening-sai-saku-continuous layer look more extensive than before.

上記したように、木遣−によればへya等のlI化S園
彫処場作墓において、多大の幼釆を得ることが出車ると
ともに、作鳳申の安食性を看しく馬め、しかも、粂a#
FIIm&tv函視亭円弧状である仁とにより%−転−
伴時における抵抗を娯小して吸引作用がia生し、上下
及び左右鎗方崗へのfl&#作用着しく動車的となし、
1K拌羽機の損傷を少なからしむるもので、船主及び船
尾に装設した本願の装置を一時に作lI魯曾た時はヘド
ロの硬化II&ilI!IIIIを増大して作aisi
t亭を向上させ、しかも、船体及び船上の装諏増減可馳
にして常に作J1に奥場、拠状に会わせて構成すること
が崗米る◆、本発明の方法は、餉述したようなll1I
llな績効來を奥するものである。
As mentioned above, according to Kiyari, a large amount of young sake was obtained in the graves of Heya et al. Moreover, Kume a#
FIIm & tv box-shaped arc-shaped %-turn-
The suction action is created by reducing the resistance at the time of movement, and the fl&# action on the upper and lower and left and right sides is attached to the movement.
The damage to the 1K stirring impeller was slight, and when the owner and the device of the present application installed on the stern were built at the same time, the sludge hardened! Created by increasing III
The method of the present invention has the advantage of improving the structure of the ship, and making it possible to increase or decrease the hull and equipment on the ship so that it can always be configured to meet the back area and base of the J1. Like ll1I
It has a profound effect on performance.

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

亀1図は、本発明の夷1装置ヘドロ等硬化処暑−装置の
一部分を省婚した正に図1.第8脂は。 麹IL拳8図は、風拌羽皺の拡大傭画図にして、亀4m
は、ヘドロの峡化旭場作本の一実施#1図である。 手続補正書(−弗) 昭和67年8月11日 特許庁長官若杉相夫 1、事件の表示 昭0166年 特許 願第198068号2、尭1の名
称  ヘドロの岐化勉層鰻厘゛3.  補正をする者 11)1’lとの関係  特許出鵬人 4、代理人 &補正の内容 1〕 明細警の尭−〇名Sξ鎖書の鈍物の名称と一敏壽
蓄るべ(、願書の勤−の名称の欄の鋤−の8994?v
M9卓I卓豐 名称を[ヘドロの峡化処12y詠」1ζ伽正し訂正願書
を襄馳の過りll1−する。 2〕@顔書会Xを塊−の−!)抽圧する一@mi1 、発明の名称 へド田の硬化処理方法 2特許請求の範囲 O前進との行l11e<)かえす仁とによって広域ヘト
ー地のヘドロ硬化熟思を行うことt特徴とするヘドロの
硬化地盤方法。 3、発明osaitsiia 本発明は、海岸、・港湾内、各河川内、農工業用用水路
、11立地等の広域又は比較的広い一積にわたつて。ド
ロ及び軟弱地層の硬化熟思11す方法に調する%0であ
る。 上記したようなヘドロ地でのlI土木工事にシいて鋏工
事の施工時点よ)作業tlFL<l1llKなし、場所
次第では工事を全く不可能となす事態が発生しているも
の?ある。又ヘト四地層において紘工事llK施工部分
が沈下し、所期の目的【全く果し得ない仁とが多脅する
ものである。 従来のヘドロ#&鳳方鉄として杜、特−昭151−〇1
6号公報 に知られる橡に船体の船尾にへYalli化
II&履機【装置し攪拌羽根管船体巾騙度移−させて硬
化魁mt行i1その後船体會移−させて*O硬化鶏熟思
七硬化鶏熟思る方法が知らレテイる。又411B1@6
1−116710 号公ll K 知うhる様に船体を
三基連結し連結したプラント船の中央にヘトー硬化処履
osgt*羽根を複数個同段し、比較的中長く硬化地盤
して硬化IJ&l111船体を牽引し硬化地盤する方法
が知られている・しかしながらいずれの硬化熟思方法4
ffl拌羽機が移動するか、攪拌羽根を複数台装置する
か0遮いはあるが、船体を停止しての便化地場する巾は
たかだか船体中程度であ〉、従りて広いヘトー地を硬化
II&量するには、船体巾S*硬化J6jlt行いなが
ら船体を縦方向に長距離それも多数往復igl数移# 
(#t/l ’)させることKよりて行う方法(以下縦
路工法という)である、このJ111IA工法では次O
a1に欠点が生じる。 畠) 施工つなぎ目のiI!化熱履が不完全となる点こ
れは朽):船体がウィンチ0鋤カで牽引する議真璽に引
(ことはヘト09品質が歌い所、硬い所があ)%船体は
軟かい方へ牽引されるため真直な縦方肉移−がなされず
に蛇行し未処理部分が多く残すこと及び(ロ):既熟思
の隣接の硬化J6濁領域が船体の硬化地盤しながらの往
路と次列O復路の移動のための数日〜−遍間S度経過し
て硬化状線となっていてそのため硬化地盤との接合がう
まくいかずm目が不完全となる。という原因によるもの
である。 b)jlI工に時間と技術的1iiastさが伴う点、
縦施工法で紘−aの停船、硬化熟思領域は船中調えにl
・m)とそO1l拌魁朧縦巾(例え式1.l鱒)であ)
、広−へドロjlk(例えば左右巾4・−×実行@(1
ml)0場会、多数IIO停船硬化処鳳。 縦移at<*かえさねばならず(上記例で紘1gall
@度)その為、縦移動のためのクインチ操作作業が多く
きわめて長一作業時間がかかるtので、−回o*oiで
数日から一遍間程度かかる場合が多い、更KI回路から
復路KMるlIK船体t too@旋關させ&妙ればな
らないが、これも極めて手間・時間のかかる―しい作業
であるばか)でなく、この折り返し個所のヘドロ硬化地
盤・が極めて因−となると−う欠点がある。 (e)  a1施工法のヘドロ攪拌装置は施工能力t−
^めるために多軸(8軸以上)Kなるため軸が同時に攪
拌しながら下方に下がる時、−軸が浅い硬い層にあたり
、そのため倫のlI拌軸がその深さで止ま)目的の雛さ
に達しtvh*a未施工の軟い部分を残し完全な処j1
が離し一1更には、後者O特#I唱61−116?16
号会報 に示される硬化処111装置は硬化攪拌羽根を
船体中央に配置することは、攪拌羽根で硬化地盤され隨
起したヘドロ硬化地盤部分を船体aSがの)こえて進行
させねばならず、極めて大きな抵抗となって牽引が困J
IKなるばか9か隣接した硬化II&Il済みの地盤を
崩壊させるという問題点がある。 木遣sJImかかる欠点、問題点tS消し、ヘドロの硬
化地場作at着しく能率且っム21k<硬ハ 化熟思が行えるという新しい構想に基づくヘドリの硬化
九厘方法を提供せんとする4のである。 以下本発明tllllK基づいて説明する。まず。 ヘト*MK複数個少なくとも三基以上の船体(1)を這
搬し浮かべ複数基O船体(1)【船体−基分程度O間陽
tliして横一列に配置し、同船体同志を船胴11に5
1!毅したフランジ付パイグ會Iaぎパイプでもって連
結しt一体化するとと−に、船尾に敷設し良軌導杆(り
 * (zf t %互に連結して複数基の船体(1)
K架12された左右に憂く延長された軌導杼管形成する
。阿軌導杆上を走行するヘドロ攪拌硬化装置の架台(8
)を軌導杼上に移動自在に設置し、同架台の上画両側対
向位置にガイド杆(4) a (4/ を立設して基台
(荀を上下動自在に取羽根(7) を軸着させ、上端に
硬化剤注入用ホース(8)を連通接続し、各シャフトの
下端口KFiノズルe) k ソtL −tl” h 
18付妙、ガイド杼の上部にモーター等の取付架台を構
成してなるものである。 尚、図中鱒はへドロを示したものである。 この様に、船体(l)1複数基連結してヘドロ攪拌硬化
装置管横行自在にしておいてヘドロ攪拌硬化装置の攪拌
羽根(7)七所定の#度まで降下させ、動力によって各
シャツ) (6) を回転させて各攪拌羽根(71k連
続回転させてヘドロを攪拌させながら、注入用ホース(
8)から各シャフトの内孔を経由して下端のノズル(9
)よシ攪拌中のヘドロ内へ硬化剤上噴射させ、ヘト四硬
化処jIを行う。 その個所でのヘドロ硬化処理が完了すれば、架台(3)
を移動させることによってヘト0攪拌硬化装置全体【軌
導杼(2) 、 (ffi3 K沿って横行させ、次の
横のヘト0地にて前記同様にヘドロ硬化処理を行い、順
次に左右方向に移動させて、帯状ににヘドロ硬化処理さ
せるもので、この間船体<1)社停止させた11で縦中
am@度で横巾数十層ll直O長い距−〇帯状ヘドロ地
の硬化処理1−日以内で行う、帯状のヘトI2地の横巾
は連結する船体(υO船数によって増減で亀、現場に応
じてそO連曽船款を決めるものである。次に、一体化し
た船体(υ全体音ウィンチ等手段で未熟思地O方肉に8
卿1iIIL前進させる。その際、船体(1)関Ka所
定0関隔がはなされてお〉、しかもヘドロ攪拌硬化装置
が船尾側にあって船体(1) aヘビ1価化処鳳地at
omhけることもないので船体(1) 0抵抗拡大きく
なく、ウィンチによりて東に牽引されるもの1?ある。 しかも各船体(1)に働く蛇行させ様とする横方向力は
複数の平行に剛的に連結された船体全体では相殺され平
均化すれて、且′)倫O船体による強い抵抗モーメント
によりて船体全体が蛇行することはなく、むしろ牽引に
よる直進′性が確保されることKする前進させて次のへ
ドロjlIIを1記同様にヘドロ攪拌硬化装置t@導仔
(2) 、 (25K沿りて横行させて連続処mt行う
がmのヘドロ硬化処理の処理から一日程度しか経ってぃ
なりので未だ硬化の程度が低い伏簾で次の帯状ヘドロ地
を硬化処理するため前の硬化処理した帯状ヘドロ地と0
*m棒の接合がきわめてうまくなされるものである。 以上の様に、本発明に’&にのヘドロ硬化地場方法によ
れば、従来の縦施工法の欠点・問題点を解消して下記の
優れ九効果を得ることかで龜る。 イ)−一の船体停止にて40 m@ を以上の長い左右
距離の帯状ヘドロ地(数百平米S度の面積)會連続硬化
処理することが出来、その上船体移動のためのクィンテ
操作絹数−大巾に少なくて済み、且つリターン操作が不
I!なので硬化処思作巣日数が従来の十分の一程度に短
縮でき、作業速度が飛躍的に向上する。 關)連結された船体全体の移動は船体間に所定距離離さ
れ、しかもヘドロ攪拌硬化装置が船尾にあることにより
てウィンチで牽引でき、技術的困難さがなく作業が容易
である。 ハ)次の帯状ヘドロ地の硬化処理がmctw状ヘドロ地
O硬化処理から1日Ii度以内になされるので、麹エク
なぎ目O硬化処思が完全で又船体全体の移動によって未
魁思地t−残すこともなく、既硬化処鳳地銀4WIAl
lシないので硬化搗垣地盤が均−且つ徒しく仕上げられ
る。 二) ヘト四硬化島鳳地O面積に応じて船体数を増減す
ることによってヘト■硬化処鳳具場に応じての作業対応
が春島である。 4、@flJt)簡単1kam 第1allは木遣嘴ヘドロの硬化処濁方#Oヘト訪硬化
旭11装置の一部分を省略した正面図・菖2図は側画図
、菖婁図紘攪拌羽根の拡大側WJ悶、菖4IlI#iヘ
ドロの硬化旭履作at示す説明図でである。 (1);船体 (2) I (21:軌導杆 (3)二架台 (7):攪拌羽根 (8):硬化剤注入用ホース
Figure 1 shows a simplified version of a part of the sludge curing heat treatment apparatus of the present invention. The 8th fat is. Koji IL Fist 8 is an enlarged drawing of Kazewahajiri, and the turtle is 4m long.
This is the #1 drawing of Sludge Gorge created by Asahiba. Procedural amendment (-弗) August 11, 1986 Aio Wakasugi, Commissioner of the Japan Patent Office 1, Indication of the case 1980 166 Patent application No. 198068 2, Name of 1 Name of Sludge's Kikaben layer Unaguri 3. Person making the amendment 11) Relationship with 1'l Patent originator 4, agent & content of amendment 1] The name of the obtuse object in the chain letter and the name of the name of the detailed police officer, 8994?v of the plow in the column for the name of service on the application form
M9 Taku I Takufeng name [Sludge Gorge 12y Eiji] 1 ζ Correct the correction application form for the mistake of Xianchi 11-. 2] @Kaanshokai X is a mass-no-! ) Extraction method @mi1 Title of the invention Method for hardening sludge fields 2 Claims O Lines with advancement 11e Hardened ground method. 3. Invention osaitsiia The present invention can be applied to a wide area or a relatively large area such as coasts, ports, rivers, agricultural and industrial waterways, and 11 locations. This method is suitable for hardening mud and soft strata. Regarding civil engineering work on sludge land like the one mentioned above, there is no work tlFL < l1llk, and depending on the location, there are situations where the construction is completely impossible? be. In addition, the part of the Hiro construction work in the Heto four strata has subsided, and there are many fears that the intended purpose will not be achieved. Traditional sludge # & Hoga Tetsu Mori, Special - Show 151-〇1
No. 6, a known system was installed at the stern of the ship, and the agitating vane tube was moved across the hull to harden it. I know how to cook cured chicken. Also 411B1@6
No. 1-116710 As you know, three hulls are connected and a plurality of Heto hardening treatment OSGT* blades are installed in the center of the connected plant ship, and a relatively medium-long hardened ground is used to harden IJ&l111. It is known to tow the ship's hull and harden the ground. However, any hardening method is considered
ffl There is a possibility of moving the stirring impeller or installing multiple stirring impellers, but the width of the area where the ship is stopped for convenience is at most the size of the ship, and therefore the width of the area is wide. To harden the hull width S
(#t/l') This is a method (hereinafter referred to as longitudinal construction method) that is performed from K to
A1 has a drawback. Hatake) II at the construction joint! (This is the point where the heat rollers are incomplete): The hull is pulled by a winch and pulled by a plow (This means that the quality is poor, there are hard parts) % The hull is softer. Because it is being towed, straight longitudinal meat transfer is not possible and it meanderes, leaving many untreated areas. Several days to S degrees have passed for the return trip, and the line has become hardened, so the connection with the hardened ground is not successful and the m-th line is incomplete. This is due to the cause. b) JlI construction requires time and technical effort;
The vertical construction method was used to stop the ship and prepare the hardening area on the ship.
・m) and its O1l stirring width (for example, 1.l trout))
, wide-headed jlk (for example, left and right width 4・-× execution @(1
ml) 0 scene meeting, many IIO stops hardening. Vertical transfer at<*must be returned (in the above example, Hiro1gall
@ degree) Therefore, there is a lot of work to operate the quinches for vertical movement, which takes a very long time, so it often takes from several days to one hour for the return trip from the KI circuit. The IK hull must be turned too much, but this is also extremely labor-intensive and time-consuming work (lol), and the drawback is that the sludge-hardened ground at this turning point is the cause. There is. (e) The sludge stirring device of the a1 construction method has a construction capacity of t-
Since there are multiple axes (more than 8 axes) for stirring, when the axes move downward while stirring at the same time, the - axle hits a shallow hard layer, so the Lun's stirring shaft stops at that depth) to produce the desired chicks. Reached tvh * a complete treatment leaving unfinished soft parts j1
However, the latter O special #I chant 61-116?16
In the hardening process 111 equipment shown in the bulletin, arranging the hardening stirring blade in the center of the ship requires the ship's hull aS to advance past the hardened sludge that is caused by the hardening of the ground by the stirring blade, which is extremely difficult. It becomes difficult to tow due to large resistance.
There is a problem with IK Narubaka 9 collapsing the adjacent ground that has been hardened II & Il. The purpose of this article is to provide a method for curing sludge based on a new concept that eliminates the drawbacks and problems associated with sludge and makes local sludge hardening more efficient and efficient. The following description will be made based on the present invention. first. Heto 5 to 11
1! After connecting them with solid flanged pipes and integrating them into one body, a good track guide rod is laid at the stern of the ship and connected to each other to form multiple hulls (1).
A track shuttle is formed with a K-frame 12 extending slightly to the left and right. The frame of the sludge agitation hardening device that runs on the rail (8)
) is movably installed on the track shuttle, and guide rods (4) a (4/ ) are erected at opposite positions on both sides of the pedestal, and the base (shaft) is movably moved up and down. A hardening agent injection hose (8) is connected to the upper end of the shaft, and a hardening agent injection hose (8) is connected to the lower end of each shaft.
18, it consists of a mounting frame for motors etc. on the upper part of the guide shuttle. In addition, the trout in the figure indicates sludge. In this way, a plurality of the hulls (l) are connected so that the sludge agitation curing device tubes can move freely, and the stirring blades (7) of the sludge agitation curing device are lowered to a predetermined degree, and each shirt (1) is lowered by power to a predetermined degree. 6) While rotating each stirring blade (71k) to stir the sludge, insert the injection hose (
8) to the lower end nozzle (9) via the inner hole of each shaft.
) Spray the curing agent onto the sludge that is being stirred to perform the sludge curing process. Once the sludge hardening process is completed at that location, the pedestal (3)
By moving the whole sludge-free stirring hardening device [orbital shuttle (2), (ffi3), move it sideways along the sludge-free ground, perform the sludge hardening process in the same manner as above on the next lateral het-free ground, and sequentially move it in the left and right direction. The sludge is moved and hardened in strips.During this period, the ship was stopped at 11 am in the longitudinal direction, several tens of layers in width, and a long distance. The width of the belt-shaped heto I2 area, which is carried out within 1 day, is determined by the number of ships to be connected (υO), and the ship conditions are decided according to the site. (υ overall sound winch etc. to the inexperienced area O meat 8
Lord 1iIIL advances. At that time, the predetermined 0 barrier of the hull (1) was removed, and the sludge agitation hardening device was located on the stern side.
omh Since it doesn't tip, the hull (1) 0 The one that has no resistance expansion and is towed east by a winch 1? be. Furthermore, the lateral force acting on each hull (1) that tends to cause it to meander is canceled out and averaged out across multiple parallel rigidly connected hulls; The whole body does not meander, but rather maintains straight movement due to traction. Move it forward and install the next Sludge JlII in the same way as described in 1. The sludge hardening process was carried out continuously, but since it has only been about a day since the sludge hardening process in step m, the previous hardening process was carried out in order to harden the next belt-like sludge area with the blind screen, which is still at a low degree of hardening. Band-shaped sludge ground and 0
*The m-rods can be joined very well. As described above, according to the sludge curing method according to the present invention, the disadvantages and problems of the conventional vertical construction method can be overcome and the following advantages can be obtained. b) - It is possible to continuously harden strips of sludge (an area of several hundred square meters) over a long distance of 40 m or more when the ship is stopped, and in addition, it is possible to continuously harden the sludge land (an area of several hundred square meters) with a single ship stop. The number of items required is significantly less, and there is no return operation required! Therefore, the number of days required for hardening and nest creation can be reduced to about one-tenth of the conventional time, and the work speed is dramatically improved. Regarding the movement of the entire connected hull, the hulls are separated by a predetermined distance, and the sludge agitation hardening device is located at the stern, so it can be towed by a winch, and the work is easy without any technical difficulties. c) Since the next hardening treatment of the band-shaped sludge is carried out within 1 day from the mctw-shaped sludge O-hardening treatment, the koji extrusion and Nagime O-hardening treatment is complete, and the entire hull is moved. T-Pre-hardened Hojigin 4WIAl without leaving any residue
Since there are no gaps, the hardened fence ground can be finished evenly and in vain. 2) By increasing or decreasing the number of ships according to the area of Heto Shikyōjima Hōji O, Harushima can handle the work according to Heto ■ Hōdōho Hōguchi. 4, @flJt) Easy 1ka The 1st all is how to harden and muddy the Kiyaribeak sludge #Oheto visit Asahi 11 A front view with a part of the device omitted, iris 2 is a side view, iris is an enlarged side of the stirring blade This is an explanatory diagram showing the hardening of the sludge produced by W.J. (1); Hull (2) I (21: Track rod (3) Two mounts (7): Stirring blade (8): Hose for hardening agent injection

Claims (1)

【特許請求の範囲】[Claims] 1)執導杼を横方崗に叙歇した船体(1)をヘドロjl
llKm1m−列に配列するとともに、船体関志麓σ執
導杼を連軸し、次に開銀台上にヘドロ鑞#*七装置を走
行自在に装置しておいて、ヘドロのm#硬化義装を列設
した船体上#C艇(龜赦されたJl臼歯上移動せしめて
左右方向に義い直−躍一を硬化処珈し、その黴連紬され
た船体金体を米硬化錫mm方崗#C繭道し、その皺にヘ
ドロ虐#F硬化装置を架台に沿りて一行さ曾il!化処
理を行い、ξのl16c#11体金体の1進、ヘドロ―
*a化装置の横行の1掘をくりかえすことによって連結
された船体金鋼にりたりて少しずつヘドロ硬化せしめる
ξとを特徴とするヘドロの硬化処量方沃。
1) The hull (1) with the steering shuttle placed on the side of the ship is sludge.
Arrange them in 1Km1m rows, connect the σ steering shuttles at the foot of the hull, and then install the Sludge #*7 device on the silver opening table so that it can run freely, and attach the Sludge m# hardening prosthesis. On the hull of the #C boat (the Jl molars that had been fixed were moved upwards, the hulls were hardened in the left and right direction, and the molded hull metal was made of rice hardened tin. #C Cocoon path, sludge treatment on the wrinkles #F hardening device along the stand, il! Processing, ξ l16c #11 body metal body linear, sludge -
* A sludge hardening method characterized by ξ which gradually hardens the sludge on the connected ship hull metal steel by repeating one horizontal drilling of the a-curing device.
JP19305881A 1981-11-30 1981-11-30 Hardening treatment of sludge Granted JPS5869922A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19305881A JPS5869922A (en) 1981-11-30 1981-11-30 Hardening treatment of sludge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19305881A JPS5869922A (en) 1981-11-30 1981-11-30 Hardening treatment of sludge

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP7400778A Division JPS54164304A (en) 1978-06-17 1978-06-17 Hardening disposal device of sludge

Publications (2)

Publication Number Publication Date
JPS5869922A true JPS5869922A (en) 1983-04-26
JPS626048B2 JPS626048B2 (en) 1987-02-07

Family

ID=16301486

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19305881A Granted JPS5869922A (en) 1981-11-30 1981-11-30 Hardening treatment of sludge

Country Status (1)

Country Link
JP (1) JPS5869922A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1014728A5 (en) * 2002-03-26 2004-03-02 Dec Immobilization of contaminants in sludge, by covering with finely divided material and injecting cement based grout

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03262754A (en) * 1990-03-14 1991-11-22 Mitsubishi Motors Corp Memory and playback device for driving equipment positions

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE1014728A5 (en) * 2002-03-26 2004-03-02 Dec Immobilization of contaminants in sludge, by covering with finely divided material and injecting cement based grout

Also Published As

Publication number Publication date
JPS626048B2 (en) 1987-02-07

Similar Documents

Publication Publication Date Title
CN103651218B (en) Movable operating platform type floating net-cage fish culturing accessory facility
US4069678A (en) Device for solidifying sludgy material in a surface layer
KR20120050252A (en) Apparatus for cleaning abalone breed tank
DE3704003C2 (en)
CN209201547U (en) A kind of riding type floating drum paddy field lotus root digging harvester
JPS5869922A (en) Hardening treatment of sludge
BE1031080A1 (en) HPB TECHNOLOGY FOR IMPROVING THE BIOLOGICAL TREATMENT PROCESS OF WASTEWATER FLOATING SLUDGE IN SITU REMOVAL METHOD AND DEVICE
CN203735253U (en) Movable operation platform type supporting facility for fish culture in floating net pens
CN208089315U (en) A kind of tunnel spray is cared the car
Webster Artificial spawning facilities for brook trout, Salvelinus fontinalis
CN217337064U (en) Aquaculture bottom cleaning and decontamination device convenient to clean
JPS5898517A (en) Self-moving device in ship for performing curing process of soft ground
Parmalee et al. Molluscan remains from aborginal middens at the Clinch River Breeder Reactor Plant site, Roane County, Tennessee.
JPS60123617A (en) Hardening processor for soft ground
JPS5940969B2 (en) Method and device for stably solidifying the inside of a soft soil layer to construct a continuously hardened structure
CN207775819U (en) U-frame frame fish slot brick prefabricated components and the fish slot brick for using above-mentioned prefabricated components
CN217314781U (en) Geotechnical engineering stirring pile
CN215288164U (en) Garden aquatic plant floating island type cultivation device
CN207761026U (en) Round rainwater storage tank with flusher
JPH01174316A (en) Method for cleaning culture farm
DE809175C (en) Devices and procedures carried out with these devices for current clearance
Johnson Enclosure and Changing Agricultural Landscapes in Lindsey
SU1537185A1 (en) Method of watering with livestock waste
CN211482517U (en) Blue or green crab is bred pond water quality improvement equipment
JPS63107611A (en) Work and apparatus for bottom sand-covering with tilling work under water