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JPH02311799A - Method and device for dismantlement of concrete structure of nuclear reactor - Google Patents

Method and device for dismantlement of concrete structure of nuclear reactor

Info

Publication number
JPH02311799A
JPH02311799A JP13278189A JP13278189A JPH02311799A JP H02311799 A JPH02311799 A JP H02311799A JP 13278189 A JP13278189 A JP 13278189A JP 13278189 A JP13278189 A JP 13278189A JP H02311799 A JPH02311799 A JP H02311799A
Authority
JP
Japan
Prior art keywords
bucket
cavity
cut
segments
concrete structure
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
JP13278189A
Other languages
Japanese (ja)
Other versions
JPH0758356B2 (en
Inventor
Takaaki Konno
今野 孝昭
Ko Isaka
井坂 興
Hisashi Nakamura
寿 中村
Tadao Sato
忠雄 佐藤
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.)
Science & Tech Agency
National Institute of Advanced Industrial Science and Technology AIST
Original Assignee
Science & Tech Agency
Agency of Industrial Science and Technology
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 Science & Tech Agency, Agency of Industrial Science and Technology filed Critical Science & Tech Agency
Priority to JP1132781A priority Critical patent/JPH0758356B2/en
Publication of JPH02311799A publication Critical patent/JPH02311799A/en
Publication of JPH0758356B2 publication Critical patent/JPH0758356B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To improve a workability and a work speed by letting fall the cut-out concrete segments into a bucket hanging into a cavity, by descending the bucket to a bottom part of the cavity and by opening a center part of the bucket to transfer the segments to a carrier cart. CONSTITUTION:A back side of a concrete structure 1 is cut out to a predetermined thickness by a cutting nozzle 17 and the cut-out parts are vertically cut again at an even circumferential cutting distance. A taking-out bucket 40 with its circumferential side 42 being opened, is pressed to a side wall of a cavity 2 and is fixed at a predetermined position. The vertically cut-out parts are also cut into cut-out segments by swivelling the nozzle 17. In case that a bucket hanging wire 37 interferes with an abrasive jet, the interferance is avoided by driving a swivel motor to swivel a bucket driving device 30. When a certain amount of the segments is stored in the bucket 40, the circumferential side 42 is closed and descended to a bottom part 1b of the cavity to load the segments to a carrier cart 54 with its center part 43 being opened. Then, the carrier cart 54 is moved to outside the structure 1 and the segments are transferred to a container vessel. A slurry collected into a water collection pan 60 is introduced to an abrasives separator to recollect the abrasive material and then is solidified and disposed.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、アブレイシブ材を混入した高圧水をノズルか
ら噴射してコンクリート構造物を切断解体して処理する
原子炉のコンクリート構造物解体処理方法およびその装
置に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention provides a method for dismantling and dismantling a concrete structure in a nuclear reactor, in which high-pressure water mixed with an abrasive material is injected from a nozzle to cut and dismantle the concrete structure. and regarding its equipment.

[従来の方法コ 原子炉の圧力容器を格納するコンクリート構造物を解体
するには、コンクリートが放射化されているために、リ
モートコントロールにより作業を進める必要がある。
[Conventional Methods] To dismantle the concrete structure housing the pressure vessel of a nuclear reactor, the work must be carried out by remote control because the concrete is radioactive.

また、放射化コンクリートを飛散させることなしに切断
、解体することも要求される。このようなコンクリート
構造物をアブレイシブ材を混入した高圧水をノズルから
噴射して切断解体し、切断片を処理する技術は知られて
いる。
It is also required to cut and dismantle the radioactive concrete without scattering it. A technique is known in which such a concrete structure is cut and dismantled by spraying high-pressure water mixed with an abrasive material from a nozzle, and the cut pieces are disposed of.

[発明が解決しようとする課題] 本発明は、切断片処理の作業性、作業速度を向上すると
ともに、スラリーを処理する原子炉のコンクリート構造
物解体処理方法およびその装置を提供することを目的と
している。
[Problems to be Solved by the Invention] The purpose of the present invention is to improve the workability and speed of cutting fragment processing, and to provide a method and apparatus for dismantling a concrete structure of a nuclear reactor that processes slurry. There is.

[課題を解決するための手段] 本発明によれば、アブレイシブ材を混入した高圧水をノ
ズルから噴射して原子炉のコンクリート構造物を切断解
体し、その切断片を前記構造物のキャビティ内に吊設さ
れたバケットの周縁部を開いて前記キャビティ壁に圧接
した上に落とし、該周縁部を閉じて前記バケットを該キ
ャビティの底部に降ろし、該バケットの中央部を開いて
前記切断片を台車に移し、該台車を前記コンクリート構
造物の外部に移動して切断片を格納容器に収納するとと
もに、スラリーを前記キャビティ直下の集水パンに集め
、該スラリーから前記アブレイシブ材を分離回収して固
化廃棄し、該アブレイシブ材を分離したスラリーを凝集
し、中和したのち沈降してスラッジと水とに分離し、該
スラッジを固化廃棄し、該水を廃液処理設備に導くこと
を特徴とする原子炉のコンクリート構造物解体処理方法
が提供されている。
[Means for Solving the Problems] According to the present invention, high-pressure water mixed with an abrasive material is injected from a nozzle to cut and dismantle a concrete structure of a nuclear reactor, and the cut pieces are placed in a cavity of the structure. The periphery of the suspended bucket is opened and dropped onto the cavity wall, the periphery is closed and the bucket is lowered to the bottom of the cavity, the central part of the bucket is opened and the cut pieces are placed on a trolley. The cart is moved to the outside of the concrete structure to store the cut pieces in a storage container, and the slurry is collected in a water collection pan directly below the cavity, and the abrasive material is separated and recovered from the slurry and solidified. The abrasive material is disposed of, the slurry from which the abrasive material has been separated is agglomerated, neutralized and then settled to separate into sludge and water, the sludge is solidified and disposed of, and the water is led to a waste liquid treatment facility. A method for dismantling a concrete structure of a furnace is provided.

更に本発明によれば、原子炉のコンクリート構造物のキ
ャビティ直上を旋回自在な台車と、該台車を旋回させる
旋回装置と、該台車に円周等配に設けられワイヤを吊設
した3個ののシーブと、前記ワイヤを昇降する昇降装置
と、ワイヤに緩衝機構を介して吊設されたバケットとを
設け、該バケットに、正六角形ホッパ状の本体と、該本
体の上部開口縁部に枢着された周縁が円弧状に形成され
た周縁部と、該本体の下部開口縁部に枢着され正三角形
状の中央部と、前記本体と周縁部および中央部との間の
外側にそれぞれ介装された油圧シリンダとを設けたこと
を特徴とする原子炉のコンクリート解体処理装置が提供
されている。
Further, according to the present invention, there is provided a cart that can freely rotate directly above the cavity of the concrete structure of the nuclear reactor, a turning device that turns the cart, and three wires that are provided on the cart at equal intervals around the circumference and from which wires are suspended. a sheave, a lifting device for lifting and lowering the wire, and a bucket suspended from the wire via a buffer mechanism, and the bucket has a regular hexagonal hopper-shaped body and a pivot at the upper opening edge of the body. a circumferential edge portion having an arcuate circumferential edge; a central portion having an equilateral triangular shape pivotally attached to the lower opening edge of the main body; A concrete demolition processing apparatus for a nuclear reactor is provided, which is characterized in that it is provided with a hydraulic cylinder equipped with a hydraulic cylinder.

上記装置のバケットを吊るワイヤと、ノズルを支持駆動
するノズル部支持駆動装置をキャビティ側壁に固定する
円周等配に配置されたリガーとは、作業開始時において
、相互に干渉しないように配置するのが好ましい。
The wire that hangs the bucket of the above device and the riggers that are arranged at equal intervals around the circumference that fix the nozzle part support drive device that supports and drives the nozzle to the cavity side wall are arranged so that they do not interfere with each other at the start of work. is preferable.

[作用] 上記のように構成された装置において、切断され落下し
た切断片は周縁部を開いた搬出バケットで受け、所定個
数に達したら周縁部を閉じて搬出バケットをキャビティ
底部に降ろし、中央部を開いて台車に積込み、外部に搬
出し格納容器に収納する。
[Operation] In the device configured as described above, the cut pieces that have been cut and fallen are received in a carry-out bucket with an open peripheral edge, and when a predetermined number of pieces are reached, the circumferential edge is closed and the carry-out bucket is lowered to the bottom of the cavity, and the central part is Open it, load it onto a trolley, carry it outside and store it in a containment container.

集水パンに流下して溜ったスラリーは、アブレイシブ材
、スラッジおよび水とに分離し、アブレイシブ材および
スラッジは固化廃棄し、水は既設の排液処理設備に流す
The slurry that flows down and accumulates in the water collection pan is separated into abrasive material, sludge, and water. The abrasive material and sludge are solidified and disposed of, and the water is sent to the existing wastewater treatment equipment.

[実施例] 以下図面を参照して本発明を実施する装置について説明
する。
[Example] An apparatus for implementing the present invention will be described below with reference to the drawings.

第1図は本発明を実施する装置を含めた全体の設備を示
している。その設備は概略的に、解体すべきコンクリー
ト構造物1のキャビティ2の直上に設けらた昇降装置3
と、この昇降装置3から吊設されたノズル部支持駆動装
置1oと、昇降装置3の下部に位置する搬出バケット駆
動装置3oと、その搬出バケット駆動装置3oから吊設
された切断片搬送バケット40から構成されており、キ
ャビティ2の直下には、集水パン6oが設けられている
。そして、搬出バケット駆動装置3oと搬出バケット4
0とにより本発明を実施する装置のうちの切断片搬出装
置が構成され、集水パン6oと第9図に示す装置、檜等
によりスラリー回収処理装置が構成されている。
FIG. 1 shows the entire installation including the apparatus for carrying out the invention. The equipment generally includes a lifting device 3 installed directly above a cavity 2 of a concrete structure 1 to be demolished.
, a nozzle part support drive device 1o suspended from this lifting device 3, a carry-out bucket drive device 3o located at the lower part of the lift device 3, and a cut piece conveyance bucket 40 hung from the carry-out bucket drive device 3o. Directly below the cavity 2, a water collection pan 6o is provided. Then, the carry-out bucket drive device 3o and the carry-out bucket 4
0 constitutes a cut piece carrying-out device of the apparatus for carrying out the present invention, and a water collection pan 6o, the device shown in FIG. 9, cypress, etc. constitute a slurry recovery processing device.

第1図ないし第3図において、昇降装置3はフレーム4
を備え、そのフレーム4には4個の走行車輪5が設けら
れ、1組の対向する車輪に設けられた走行モータ6.6
によりコンクリート構造物1上のサービスフロア1aに
敷設されたレール7.7上を走行できるようになってい
る。また、フレーム4には、巻上機8が設けられ、3本
のノズル部吊りワイヤ9によりノズル部支持駆動装置1
0が吊設されている。
In FIGS. 1 to 3, the lifting device 3 is a frame 4.
The frame 4 is provided with four running wheels 5, and the running motors 6.6 are mounted on one set of opposing wheels.
This allows the vehicle to run on rails 7.7 laid on the service floor 1a on the concrete structure 1. Further, the frame 4 is provided with a hoisting machine 8, and the nozzle part support drive device 1 is provided with three nozzle part suspension wires 9.
0 is suspended.

そのノズル部支持駆動装置10は、本体11の上部に3
本の固定装置12が円周等配に設けられ、これら固定装
置にはそれぞれ伸縮式のリガー13が設けられており、
それらリガー13をキャビティ2の側壁に圧接してノズ
ル部支持駆動装置10をキャビティ2に固定するように
なっている。この本体11の内部には図示しない旋回装
置が設けられ、下部にはノズル部昇降装置15が設けら
れている。その昇降装置15の下部にはノズル部伸縮装
置16が設けられ、この伸縮装置16の先端部には水ジ
エツトノズル17が設けられており、そのノズル18に
は飛散防護カバー19が設けられている。このノズル1
7、高圧ホース20を介して図示しない高圧ポンプに接
続され、また研磨材ホース22により研磨材2次タンク
21を介してフレーム4の作業ステージ4aに設けられ
た供給ホッパ23に接続されている。なお、図中の符号
4aは遮蔽カバー29は高圧ホース19と電気ケーブル
、油圧ホースとを集合した集合ケーブルである。   
゛ 他方、サービスフロア1aの上には研磨材供給装置24
が設けられ、その研磨材1次タンク25に収められたア
ブレイシブ材は計量ホッパ26で計量されミニコンベア
27により供給ホッパ23に投入されるようになってい
る。
The nozzle part support drive device 10 has three parts on the top of the main body 11.
Book fixing devices 12 are provided at equal intervals around the circumference, and each of these fixing devices is provided with a telescoping rigger 13.
These riggers 13 are pressed against the side wall of the cavity 2 to fix the nozzle part support drive device 10 to the cavity 2. A rotating device (not shown) is provided inside the main body 11, and a nozzle lifting device 15 is provided at the bottom. A nozzle telescoping device 16 is provided at the bottom of the elevating device 15, a water jet nozzle 17 is provided at the tip of the telescoping device 16, and a splash protection cover 19 is provided on the nozzle 18. This nozzle 1
7. It is connected to a high-pressure pump (not shown) via a high-pressure hose 20, and is also connected to a supply hopper 23 provided on the work stage 4a of the frame 4 via an abrasive hose 22 and a secondary abrasive tank 21. Note that the shielding cover 29 denoted by the reference numeral 4a in the figure is a collection cable that collects the high-pressure hose 19, an electric cable, and a hydraulic hose.
゛On the other hand, on the service floor 1a is an abrasive supply device 24.
The abrasive material contained in the primary abrasive tank 25 is weighed by a weighing hopper 26 and fed into the supply hopper 23 by a mini conveyor 27.

第2図ないし第4図において、搬出バケット駆動装置3
0は平面六角形に枠組みされた台車31を備え、その台
車31には6個の走行車輪32が設けられ、そのうちの
1個に設けられた旋回モータ33によりサービスフロア
1aにキャビティ2と同心に敷設された円形レール7b
上を旋回できるようになっている。その台車31の正三
角形をなす3個のフレーム34の中央部には、キャビテ
ィ2の半径に垂直なシーブ35がそれぞれ立設されてい
る。それらシーブ35のうちの1個の両側には、それぞ
れ水平なシーブ36.36が設けられ、他のシーブ35
.35の前記シーブ36側には、同様なシーブ36.3
6が設けられている。
In FIGS. 2 to 4, the unloading bucket drive device 3
0 is equipped with a truck 31 framed in a planar hexagonal shape, and the truck 31 is provided with six traveling wheels 32, and a swing motor 33 provided on one of the wheels is used to move the vehicle onto the service floor 1a concentrically with the cavity 2. Laid circular rail 7b
It is possible to rotate above. A sheave 35 perpendicular to the radius of the cavity 2 is erected at the center of the three frames 34 forming an equilateral triangle of the truck 31, respectively. Horizontal sheaves 36 and 36 are provided on both sides of one of the sheaves 35, and the other sheaves 35
.. On the sheave 36 side of 35, there is a similar sheave 36.3.
6 is provided.

そして、これらシーブ35にガイドされたバケット吊り
ワイヤ37の一方はキャビティ2内に伸ばされ、他方は
直接およびシーブ36〜36を介して台車31上に設け
られ巻上モータ38で駆動される巻上ドラム39に巻回
されている。
One of the bucket hanging wires 37 guided by these sheaves 35 is extended into the cavity 2, and the other is provided on the trolley 31 directly and via the sheaves 36 to 36, and is a hoisting wire 37 driven by a hoisting motor 38. It is wound around a drum 39.

第5図および第6図において、搬出バケット40の本体
である中間部41は、正六角形のホッパー状に形成され
、その上部開口縁部の等配3箇所の角部でクッション装
置46を介しそれぞれバケット吊りワイヤ37に吊設さ
れている。この上部開口縁部にはそれぞれ周縁が円弧状
に形成された周縁部42が枢着され、下部開口縁部には
それぞれ正三角形状の中央部43が枢着されている。こ
れら本体41と周縁部42との間の外側には、それぞれ
油圧シリンダ44が介装され、それら油圧シリンダ44
は周縁部42を実線で示す開位置から2点鎖線で閉位置
に回動するようになっている。
In FIGS. 5 and 6, the intermediate portion 41, which is the main body of the carry-out bucket 40, is formed in the shape of a regular hexagonal hopper, and three equally spaced corners of the upper opening edge are provided with cushion devices 46, respectively. It is suspended from a bucket hanging wire 37. A peripheral edge portion 42 having an arcuate circumferential edge is pivotally attached to each of the upper opening edges, and an equilateral triangular center portion 43 is pivotally attached to each of the lower opening edges. Hydraulic cylinders 44 are interposed on the outside between the main body 41 and the peripheral portion 42, and these hydraulic cylinders 44
The peripheral edge portion 42 is rotated from an open position shown by a solid line to a closed position shown by a two-dot chain line.

同様に本体41と中央部43との間の外側には、それぞ
れ油圧シリンダ45が介装され、これら油圧シリンダ4
5は中央部43を実線で示す閉位置から2点鎖線で示す
開位置に回動するようになっている。
Similarly, hydraulic cylinders 45 are interposed on the outside between the main body 41 and the central portion 43, and these hydraulic cylinders 4
5 is adapted to rotate the central portion 43 from a closed position shown by a solid line to an open position shown by a two-dot chain line.

第7図および第8図において、クッション装置46は、
下向きコ字状の上部ストッパブラケット47と、上向き
コ字状の下部ストッパブラケット48と、下部が上部ス
トッパブラケット47に固着され、上部が下部ストッパ
ブラケット48に固着された公知技術によるゴムストッ
パ49とからなっている。その上部ストッパブラケット
47は上部吊り金具50によりバケット吊りワイヤ37
に吊設され、下部ストッパブラケット48は連結棒51
、連結金具52により搬出バケット4oの中間部41の
角部に連結され、連結棒51は、連結棒51をアブレイ
シブジェットから保護する保護ホース53で覆われてい
る。
In FIGS. 7 and 8, the cushion device 46 is
An upper stopper bracket 47 having a downward U-shape, a lower stopper bracket 48 having an upward U-shape, and a rubber stopper 49 according to a known technique whose lower part is fixed to the upper stopper bracket 47 and whose upper part is fixed to the lower stopper bracket 48. It has become. The upper stopper bracket 47 is connected to the bucket hanging wire 37 by an upper hanging fitting 50.
The lower stopper bracket 48 is suspended from the connecting rod 51.
The connecting rod 51 is connected to a corner of the intermediate portion 41 of the carry-out bucket 4o by a connecting fitting 52, and is covered with a protective hose 53 that protects the connecting rod 51 from abrasive jets.

なお、上述の各装置は図示しない制御装置に接続され、
サービスフロアla上に設置された図示しない制御盤と
、計測室に設置された図示しない操作盤および昇降装置
3に設けられた図示しない手元操作箱によりリモートコ
ントロールできるようになっている。
Note that each of the above-mentioned devices is connected to a control device (not shown),
Remote control is possible using a control panel (not shown) installed on the service floor la, an operation panel (not shown) installed in the measurement room, and a hand-held operation box (not shown) installed in the elevating device 3.

第9図において、スラリー回収処理装置は集水パン60
(第1図)と、これに直列に接続された研磨材分離装置
61、凝集槽62、反応槽63および沈降槽64と、沈
降槽64に並列に接続された処理水槽65およびスラッ
ジ槽66とから構成されている。
In FIG. 9, the slurry recovery processing device is a water collection pan 60.
(Fig. 1), an abrasive material separation device 61, a flocculation tank 62, a reaction tank 63, and a sedimentation tank 64 connected in series, and a treated water tank 65 and a sludge tank 66 connected in parallel to the sedimentation tank 64. It consists of

解体処理に際し、昇降装置3と搬出バケット駆動装置3
0をキャビティ2の直上に位置させ、昇降装置3からノ
ズル部支持駆動装置10を吊設し、リガー13を伸長し
てキャビティ2内の所定位置に固定し、搬出バケット駆
動装置30から周縁部42を閉じた切断片搬出バケット
40を吊設してキャビティ底部1bに降ろす。この際、
リガー13とバケット吊りワイヤ37とは、相互に干渉
しないように配置するのが好ましい。
During disassembly, the lifting device 3 and the unloading bucket drive device 3
0 is positioned directly above the cavity 2, the nozzle part support drive device 10 is suspended from the lifting device 3, the rigger 13 is extended and fixed at a predetermined position in the cavity 2, and the peripheral edge portion 42 is placed directly above the carry-out bucket drive device 30. A closed cut piece carrying-out bucket 40 is suspended and lowered to the cavity bottom 1b. On this occasion,
It is preferable that the rigger 13 and the bucket hanging wire 37 are arranged so as not to interfere with each other.

先ず、ノズル支持部に上向きの背面切断用ノズル17を
取付け、アブレイシブジェットを噴射し、旋回装置によ
り約60°旋回してコンクリートの背面を所定厚さに切
断する。次いで、ストレートな水平および垂直切断用ノ
ズル17に交換し、昇降装置15により上下動して背面
を切断した部分を円周等配に例えば3区域に垂直に切断
する。
First, an upwardly facing back surface cutting nozzle 17 is attached to the nozzle support, an abrasive jet is injected, and the concrete is rotated by about 60 degrees using a turning device to cut the back surface of the concrete to a predetermined thickness. Next, the nozzle 17 is replaced with a straight horizontal and vertical cutting nozzle 17, and moved up and down by the lifting device 15 to vertically cut the cut portion of the back surface into, for example, three sections equally distributed around the circumference.

次いで、搬出バケット40を上昇し、周縁部42を開い
てキャビティ2の側壁に圧接してバケット40をノズル
支持部駆動装置10下方の所定位置に固定する。そして
、旋回装置によりノズル17を旋回し垂直に切断した部
分の上縁を水平に切断し、3個の切断片に切り出す。
Next, the carrying-out bucket 40 is raised, the peripheral edge 42 is opened, and the bucket 40 is fixed in a predetermined position below the nozzle support drive device 10 by pressing against the side wall of the cavity 2 . Then, the nozzle 17 is turned by a turning device, and the upper edge of the vertically cut portion is cut horizontally into three cut pieces.

この切り出された切断片は、下方のバケット40に落下
するが、その際の衝撃はクッション装置46で吸収緩和
される。
The cut pieces fall into the bucket 40 below, but the impact at that time is absorbed and alleviated by the cushion device 46.

上述の工程を円周方向に繰返して行うが、バケット吊り
ワイヤ37がアブレイシブジェットに干渉する場合は、
旋回モータ33を駆動して搬出バケット駆動装置30を
旋回して干渉を回避する。
The above process is repeated in the circumferential direction, but if the bucket hanging wire 37 interferes with the abrasive jet,
The rotation motor 33 is driven to rotate the carry-out bucket drive device 30 to avoid interference.

この際、ワイヤ37とリガー13とは前記したように相
互に干渉しないように配置されているので、上記旋回は
わずかであって、はとんど作業の妨げとなることはない
At this time, since the wire 37 and the rigger 13 are arranged so as not to interfere with each other as described above, the above-mentioned turning is slight and does not interfere with the work at all.

搬出バケット40に所定個数の切断片が溜ったら、周縁
部42を閉じてキャビティ底部1bに降ろし、中央部4
3を開いて切断片を台車54に積込む。そして、台車5
4をコンクリート構造物1の外部に移動し、切断片を図
示しない把持装置で把持して図示しない格納容器に収納
する。
When a predetermined number of cut pieces have accumulated in the carry-out bucket 40, the peripheral portion 42 is closed and lowered to the cavity bottom 1b, and the central portion 4
3 is opened and the cut pieces are loaded onto the cart 54. And trolley 5
4 is moved to the outside of the concrete structure 1, and the cut pieces are gripped by a gripping device (not shown) and stored in a storage container (not shown).

他方、流下して集水パン60に溜ったスラリーは研磨材
分離装置61に導いてアブレイシブ材を回収し、回収し
たアブレイシブ材は処理場68に移し、固化して廃棄す
る。そして、PH調整薬品を添加して中和し、アブレイ
シブ材を回収したスラリーに凝集槽62において凝集剤
を添加し、反応槽63において凝集助剤を添加して沈降
槽64に移し沈降させる。沈降槽64において沈降した
スラッジはスラッジ槽66に移したのち、処理場68に
おいて固化廃棄し、上澄みの水は処理水槽65に導いた
のち、既設の排液処理設備に流す。
On the other hand, the slurry that flows down and accumulates in the water collection pan 60 is guided to an abrasive material separation device 61 to recover abrasive materials, and the recovered abrasive materials are transferred to a treatment plant 68 where they are solidified and disposed of. Then, a pH adjusting chemical is added to neutralize the slurry, and the abrasive material is recovered.A flocculant is added to the slurry in a coagulation tank 62, a coagulation aid is added in a reaction tank 63, and the slurry is transferred to a sedimentation tank 64 and allowed to settle. The sludge settled in the sedimentation tank 64 is transferred to a sludge tank 66 and then solidified and disposed of in a treatment plant 68, and the supernatant water is led to a treated water tank 65 and then flows into the existing wastewater treatment equipment.

[発明の効果] 本発明は、以上説明したように構成されているので、以
下に記載されるような効果を槽する。
[Effects of the Invention] Since the present invention is configured as described above, it provides the following effects.

すなわち、コンクリート構造物を切断解体し、切断片を
搬出バケットで搬出する工程において、搬出バケットを
キャビティ全面に拡げて切断片を受取り、また搬出バケ
ットをわずかに旋回移動してバケット吊りワイヤ37が
リガー13に干渉することを避け、作業性、作業速度を
向上することができる。・ また、クッション装置46により切断片が搬出バケット
に落下するときの衝撃を吸収緩和し、搬出バケット、吊
りワイヤ、巻上ドラム回りの損傷を防止することができ
る。
That is, in the process of cutting and dismantling a concrete structure and transporting the cut pieces with a carry-out bucket, the carry-out bucket is spread over the entire surface of the cavity to receive the cut pieces, and the carry-out bucket is slightly rotated so that the bucket hanging wire 37 is rigged. 13 can be avoided, and work efficiency and work speed can be improved. - In addition, the cushion device 46 absorbs and alleviates the impact when the cut pieces fall into the carry-out bucket, thereby preventing damage to the carry-out bucket, hanging wire, and hoisting drum.

また、スラリーは集水パンに集め、回収処理装置でアブ
レイシブ材、スラッジおよび水とに分離し、アブレイシ
ブ材およびスラッジは固化廃棄し、水は既設の排液処理
装置に流して効率よく処理することができる。
In addition, the slurry is collected in a water collection pan and separated into abrasive material, sludge, and water using a recovery treatment device.The abrasive material and sludge are solidified and disposed of, and the water is drained to the existing wastewater treatment device for efficient treatment. I can do it.

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

第1図は本発明を実施する装置を含む設備を示す全体構
成図、第2図は本発明を実施する装置の搬出バケット駆
動装置を示す平面図、第3図は第2図のA−A線矢視断
面図、第4図は第2図のB−B線矢視断面図、第、5図
は搬出バケットを示す平面図、第6図は第5図のA−A
線矢視断面図、第7図はクッション装置を示す側面図、
第8図は第7図の側面図、第9図はスラリー回収処理装
置を示す概略説明図である。
FIG. 1 is an overall configuration diagram showing the equipment including the device for implementing the present invention, FIG. 2 is a plan view showing the transport bucket drive device of the device for implementing the present invention, and FIG. 3 is A-A in FIG. 2. 4 is a sectional view taken along line B-B in FIG. 2, FIGS. 5 and 5 are plan views showing the carrying out bucket, and FIG. 6 is A-A in FIG.
A sectional view taken along the line; FIG. 7 is a side view showing the cushion device;
FIG. 8 is a side view of FIG. 7, and FIG. 9 is a schematic explanatory diagram showing the slurry recovery processing device.

Claims (2)

【特許請求の範囲】[Claims] (1)アブレイシブ材を混入した高圧水をノズルから噴
射して原子炉のコンクリート構造物を切断解体し、その
切断片を前記構造物のキャビティ内に吊設されたバケッ
トの周縁部を開いて前記キャビティ壁に圧接した上に落
とし、該周縁部を閉じて前記バケットを該キャビティの
底部に降ろし、該バケットの中央部を開いて前記切断片
を台車に移し、該台車を前記コンクリート構造物の外部
に移動して切断片を格納容器に収納するとともに、スラ
リーを前記キャビティ直下の集水パンに集め、該スラリ
ーから前記アブレイシブ材を分離回収して固化廃棄し、
該アブレイシブ材を分離したスラリーを中和し、凝集し
たのち沈降してスラッジと水とに分離し、該スラッジを
固化廃棄し、該水を廃液処理設備に導くことを特徴とす
る原子炉のコンクリート構造物解体処理方法。
(1) High-pressure water mixed with an abrasive material is injected from a nozzle to cut and dismantle the concrete structure of the reactor, and the cut pieces are used to open the peripheral edge of a bucket suspended in the cavity of the structure. The bucket is lowered into the bottom of the cavity by closing the periphery, and the bucket is opened at the center to transfer the cut pieces to a trolley, and the trolley is moved to the outside of the concrete structure. and store the cut pieces in a storage container, collect the slurry in a water collection pan directly below the cavity, separate and collect the abrasive material from the slurry, and solidify and dispose of it.
Concrete for a nuclear reactor, characterized in that the slurry from which the abrasive material has been separated is neutralized, coagulated and then settled to separate into sludge and water, the sludge is solidified and disposed of, and the water is led to waste liquid treatment equipment. Structure demolition processing method.
(2)原子炉のコンクリート構造物のキャビティ直上を
旋回自在な台車と、該台車を旋回させる旋回装置と、該
台車に円周等配に設けられワイヤを吊設した3個ののシ
ーブと、前記ワイヤを昇降する昇降装置と、ワイヤに緩
衝機構を介して吊設されたバケットとを設け、該バケッ
トに、正六角形ホッパ状の本体と、該本体の上部開口縁
部に枢着され周縁が円弧状に形成された周縁部と、該本
体の下部開口縁部に枢着された正三角形状の中央部と、
前記本体と周縁部および中央部との間の外側にそれぞれ
介装された油圧シリンダとを設けたことを特徴とする原
子炉のコンクリート解体処理装置。
(2) A truck that can freely rotate directly above the cavity of the concrete structure of the nuclear reactor, a turning device that rotates the truck, and three sheaves that are arranged on the truck at equal intervals around the circumference and have wires suspended therefrom; A lifting device for lifting and lowering the wire, and a bucket suspended from the wire via a buffer mechanism are provided, and the bucket has a regular hexagonal hopper-shaped main body and a peripheral edge that is pivotally connected to the upper opening edge of the main body. a peripheral edge formed in an arc shape; a central portion in the shape of an equilateral triangle pivotally attached to the lower opening edge of the main body;
A concrete demolition processing device for a nuclear reactor, characterized in that hydraulic cylinders are provided on the outside between the main body, a peripheral portion, and a central portion, respectively.
JP1132781A 1989-05-29 1989-05-29 Method and apparatus for dismantling concrete structure of nuclear reactor Expired - Lifetime JPH0758356B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1132781A JPH0758356B2 (en) 1989-05-29 1989-05-29 Method and apparatus for dismantling concrete structure of nuclear reactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1132781A JPH0758356B2 (en) 1989-05-29 1989-05-29 Method and apparatus for dismantling concrete structure of nuclear reactor

Publications (2)

Publication Number Publication Date
JPH02311799A true JPH02311799A (en) 1990-12-27
JPH0758356B2 JPH0758356B2 (en) 1995-06-21

Family

ID=15089397

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1132781A Expired - Lifetime JPH0758356B2 (en) 1989-05-29 1989-05-29 Method and apparatus for dismantling concrete structure of nuclear reactor

Country Status (1)

Country Link
JP (1) JPH0758356B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08285996A (en) * 1995-02-14 1996-11-01 Kawasaki Heavy Ind Ltd Underwater cutting equipment for highly radioactive solid waste
JP2013195427A (en) * 2012-03-20 2013-09-30 Areva Gmbh Method of disposing of secondary radioactive waste

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08285996A (en) * 1995-02-14 1996-11-01 Kawasaki Heavy Ind Ltd Underwater cutting equipment for highly radioactive solid waste
JP2013195427A (en) * 2012-03-20 2013-09-30 Areva Gmbh Method of disposing of secondary radioactive waste

Also Published As

Publication number Publication date
JPH0758356B2 (en) 1995-06-21

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