JPS6291207A - Method of removing precipitate in precipitator connected to pressure pipe - Google Patents

Method of removing precipitate in precipitator connected to pressure pipe

Info

Publication number
JPS6291207A
JPS6291207A JP22892785A JP22892785A JPS6291207A JP S6291207 A JPS6291207 A JP S6291207A JP 22892785 A JP22892785 A JP 22892785A JP 22892785 A JP22892785 A JP 22892785A JP S6291207 A JPS6291207 A JP S6291207A
Authority
JP
Japan
Prior art keywords
cylindrical body
side wall
opening
tank
sedimentation separation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP22892785A
Other languages
Japanese (ja)
Inventor
Kunimoto Kawamura
河村 邦基
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP22892785A priority Critical patent/JPS6291207A/en
Publication of JPS6291207A publication Critical patent/JPS6291207A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To make it possible to remove simply a precipitate in a tank connected to a pressure pipe, by receiving the precipitate in a cylindrical body opened at the bottom of a precipitation tank, and removing the received precipitate out of the tank after the cylindrical body is rotated to close its opening of a side wall. CONSTITUTION:A ball valve 23 of a discharge pipe 22 is closed, and a piston 20 in a discharge device 21 is withdrawn out of a cylinder body 19. The cylinder body 19 is rotated by a handle 24 so that an opening 18 at a side wall is matched with a bottom opening 15 of a precipitation tank 7. After a precipitate 26 is received in the cylindrical body 19, the body 19 is rotated by the handle 24 to close the bottom opening 15 with a side wall 17, and to isolate the interior of the cylindrical body 19 from the precipitation tank 7. The ball valve 23 of the discharge pipe 22 is opened, and the piston 20 of the discharge device 21 is advanced in the cylindrical body 19 to remove solids 26 in the cylinder.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は例えば泥水シールド工法の排泥管や汚水処理装
置の排水管等の圧力管に連通され、管内を流れる圧力流
体中に含まれる固形物を除去する沈降分離構内の沈降物
を除去する方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention is directed to the treatment of solids contained in the pressure fluid flowing inside the pipes, which are connected to pressure pipes such as mud drain pipes in muddy water shield construction methods or drainage pipes in sewage treatment equipment. The present invention relates to a method for removing sediment in a sedimentation separation facility.

(従来の技術) 従来、この種の沈降物除去方法としては、例えば圧力管
に連通された沈降分離槽の底部開口の下に沈降物の収容
箱を取り付け、該収容箱に沈降物が溜ることに遮閉部材
で該開口を閉じて沈降分離槽内の圧力が外部に逃げない
ようにし、この状態で該収容箱を取り外して新しい収容
箱を取り付は交換し、次で取り外した収容箱内の沈降物
を除去すると共に遮閉部材を開き、交換した収容箱で新
たな沈降物を収容除去する方法が知られている。
(Prior Art) Conventionally, this type of sediment removal method involves installing a sediment storage box under the bottom opening of a sedimentation separation tank connected to a pressure pipe, and collecting sediment in the storage box. Then, close the opening with a blocking member to prevent the pressure inside the settling tank from escaping to the outside. In this state, remove the storage box, install a new storage box, or replace it. A known method is to remove the sediment from the container, open the blocking member, and then use the replaced storage box to accommodate and remove new sediment.

(発明が解決しようとする問題点) 前記従来法の場合には、収容箱の交換作業が煩雑で作業
性が悪いという不都合を有する。
(Problems to be Solved by the Invention) The conventional method has the disadvantage that the work of replacing the storage box is complicated and the workability is poor.

(問題点を解決するための手段) 本発明は前記不都合を解消し、圧力管に連通された沈降
分離槽内の沈降物を簡単に除去することができる方法を
提供することをその目的とするもので、その発明は、圧
力管に連通された沈降分離槽内に沈降している沈降物を
、該沈降分離槽の底部開口と連通自在の側壁開口を備え
た回転自在の円筒体内に該側壁開口を介して収容し、次
で該円筒体を回転させてその側壁で該底部開口を閉じ、
該円筒体内を該沈降分離槽と遮断しておいて該円筒体内
の沈降物を外部に除去することから成る。
(Means for Solving the Problems) An object of the present invention is to provide a method that eliminates the above-mentioned disadvantages and allows easy removal of sediments in a settling tank connected to a pressure pipe. According to the invention, sediments settling in a sedimentation tank connected to a pressure pipe are collected in a rotatable cylindrical body with a side wall opening that can freely communicate with a bottom opening of the sedimentation separation tank. through the opening and then rotating the cylinder to close the bottom opening with its sidewall;
The method consists of separating the cylindrical body from the sedimentation separation tank and removing the sediment inside the cylindrical body to the outside.

(実施例) 以下、添附図面に従って本発明の実施例に付き説明する
(Examples) Examples of the present invention will be described below with reference to the accompanying drawings.

図示のものは本発明方法を泥水シールド工法の排泥管を
流れる排泥中の砂、土粒子等の小径の固形物の除去に適
用した例を示す。
The figure shows an example in which the method of the present invention is applied to the removal of small-diameter solids such as sand and soil particles in the sludge flowing through the sludge pipe of the mud water shield method.

第1図は泥水シールド工法の概略説明図を示すもので、
図中1は地盤2中にトンネル3を掘削中のシールド掘進
機を示し、送水管4よりシールド掘進機1に圧送される
泥水によって切羽を掘削すると共に掘削された礫、土塊
、砂、土粒子を含−む排泥を排泥管5によって排出する
Figure 1 shows a schematic explanatory diagram of the muddy water shield method.
1 in the figure shows a shield excavator excavating a tunnel 3 in the ground 2. Mud water is pumped into the shield excavator 1 from a water pipe 4 to excavate the face, and excavated gravel, earth clods, sand, and soil particles. The sludge containing the sludge is discharged through the sludge pipe 5.

図中6は排泥管5に連通される礫、土塊分離装置、7は
その下流で排泥管5に連通され砂、土粒子等の小径の固
形物を分*1する沈降分離槽を示し、該沈降分離槽7か
ら分離した小径の固形物を固化剤供給装置8から供給さ
れるモルタル等の固化剤と混合装置9で混合し、これを
注入管10でトンネル3を形成するセグメント11の裏
側に裏込め剤12として充填する。
In the figure, 6 indicates a gravel and clod separation device connected to the sludge pipe 5, and 7 indicates a sedimentation separation tank connected to the sludge pipe 5 downstream of the device and separates small-diameter solids such as sand and soil particles*1. The small-diameter solids separated from the sedimentation separation tank 7 are mixed with a solidifying agent such as mortar supplied from a solidifying agent supplying device 8 in a mixing device 9, and this is mixed with the segment 11 forming the tunnel 3 using an injection pipe 10. The back side is filled as a backfilling agent 12.

沈降分離槽7は第2図並びに第3図示の如く、その底部
13に篩網14で覆われた底部開口15を備え、該底部
13の下側に該底部開口15を介して連通ずる両側端間
口のケーシング16が取り付けられ、該ケーシング16
内に側壁17の外周路1/3周に亘って開口する側壁開
口18を備えると共に両端開口の円筒体19が回転自在
に取り付けられている。該ケーシング16の一側には円
筒体19内の全長に亘って進退可能なピストン20を備
えた排出装置21が取り付けられていると共にその他側
には前記混合装置9に連通ずる排出管22が取り付けら
れている。図中23は該排出管22の開閉用のボールバ
ルブ、24は円筒体19の回転用ハンドルを示す。
As shown in FIGS. 2 and 3, the settling tank 7 has a bottom opening 15 covered with a sieve screen 14 at its bottom 13, and both ends communicate with the lower side of the bottom 13 through the bottom opening 15. A frontage casing 16 is attached, and the casing 16
A cylindrical body 19 is rotatably provided with a side wall opening 18 that opens over 1/3 of the outer circumference of the side wall 17, and is open at both ends. A discharge device 21 equipped with a piston 20 that can move forward and backward over the entire length of the cylindrical body 19 is attached to one side of the casing 16, and a discharge pipe 22 communicating with the mixing device 9 is attached to the other side. It is being In the figure, 23 indicates a ball valve for opening and closing the discharge pipe 22, and 24 indicates a handle for rotating the cylindrical body 19.

本実施例では礫、土塊分離装2?Gで礫、土塊等の大径
の固形物を除去された排泥25から砂、土粒子等の小径
の固形物26を除去するための沈降分離槽7内に沈降す
る小径の固形物26の除去を行なうもので、まず第2図
示の如く、排出管22のボールバルブ23を閉じると共
に排出装置21のピストン20を円筒体19外に退出さ
せておき、ハンドル24で円筒体19を回転させて円筒
体19の側壁開口18を沈降分離槽7の底部開口15に
合せて円筒体19と沈降分離槽1とを連通させ、沈降分
離+¥i7内に沈降している小径の固形物26を円筒体
19内に収容する。
In this example, gravel and soil clod separation device 2? Small-diameter solids 26 settle in a sedimentation separation tank 7 for removing small-diameter solids 26 such as sand and soil particles from the waste mud 25 from which large-diameter solids such as gravel and earth clods have been removed by G. First, as shown in the second figure, the ball valve 23 of the discharge pipe 22 is closed, the piston 20 of the discharge device 21 is moved out of the cylindrical body 19, and the cylindrical body 19 is rotated with the handle 24. The side wall opening 18 of the cylindrical body 19 is aligned with the bottom opening 15 of the sedimentation separation tank 7 to communicate the cylindrical body 19 and the sedimentation separation tank 1, and the small diameter solids 26 settled in the sedimentation separation +\i7 are removed from the cylinder. It is housed in the body 19.

次に、第3図示の如く、ハンドル24で円筒体19を回
転させてその側壁17で沈降分離槽7の底部間口15を
閉じ、円筒体19内を沈降分離槽1と遮断して沈降分離
槽7内の圧力が逃げないようにする。
Next, as shown in FIG. 3, the cylindrical body 19 is rotated using the handle 24 to close the bottom opening 15 of the sedimentation separation tank 7 with its side wall 17, and the inside of the cylindrical body 19 is isolated from the sedimentation separation tank 1, and the sedimentation separation tank is closed. Prevent the pressure inside 7 from escaping.

最後に排出管22のボールバルブ24を開けると共に排
出装置21のピストン20を円筒体19内に進出させて
円筒体19内の固形物26を排出管22へと除去する。
Finally, the ball valve 24 of the discharge pipe 22 is opened and the piston 20 of the discharge device 21 is advanced into the cylindrical body 19 to remove the solid matter 26 inside the cylindrical body 19 into the discharge pipe 22.

以上の操作を繰り返ずことによって、沈降分離槽7内に
沈降している固形物26を連続的に除去する。
By repeating the above operations, the solid matter 26 that has settled in the sedimentation separation tank 7 is continuously removed.

尚、除去された小径固形物26は排出管22を介して混
合装置9へ供給し、固化剤供給装置8からの固化剤と混
合して注入管10によってセグメント11の裏側に裏込
め剤11として充填する。
The small-diameter solids 26 that have been removed are supplied to the mixing device 9 via the discharge pipe 22, mixed with the solidifying agent from the solidifying agent supply device 8, and then applied to the back side of the segment 11 by the injection pipe 10 as a backfilling agent 11. Fill.

信実絶倒では第4図示の如く前記の沈降分離槽7の底部
にその底部開口15を介して連通ずると共に両側端間口
の且つ底部に排出口27を有するケーシング28を取り
付け、該ケーシング28内に側壁29の外周路1/3周
に亘って開口する側壁開口30を備える円筒体31を回
転自在に取り付け、該円筒体31をハンドル32で操作
するようにしておき、まずハンドル32で円筒体31を
回転させて円筒体31の側壁開口30を沈降分離槽7の
底部開口15に合せて円筒体31と沈降分l1llI槽
7とを連通させ、沈降分離槽7内に沈降している小径の
固形物26を円筒体31内に収容する。
As shown in the fourth figure, a casing 28 is attached to the bottom of the sedimentation separation tank 7, which communicates with the bottom opening 15 through the bottom opening 15, and has a discharge port 27 at both end openings and at the bottom. A cylindrical body 31 having a side wall opening 30 that opens over 1/3 of the outer circumference of the side wall 29 is rotatably attached, and the cylindrical body 31 is operated with a handle 32. is rotated to align the side wall opening 30 of the cylindrical body 31 with the bottom opening 15 of the sedimentation separation tank 7 to connect the cylindrical body 31 and the sedimentation tank 7, and remove small-diameter solids that have settled in the sedimentation separation tank 7. The object 26 is housed within the cylindrical body 31.

次に、ハンドル32で円筒体31を回転さぽてその側壁
29で沈降分離槽7の底部間口15を閉じて円筒体31
内を沈降分離槽7と遮断し、沈降分離槽7内の圧力が逃
げないようにし、同時に側壁開口30と合わさった排出
口27より円筒体31内の小径固形物26を排出する。
Next, rotate the cylindrical body 31 with the handle 32 and close the bottom opening 15 of the sedimentation separation tank 7 with the side wall 29 of the cylindrical body 31.
The inside of the cylinder body 31 is isolated from the sedimentation separation tank 7 to prevent the pressure inside the sedimentation separation tank 7 from escaping, and at the same time, the small-diameter solids 26 inside the cylindrical body 31 are discharged from the discharge port 27 which is aligned with the side wall opening 30.

以上の操作を繰り返すことによって、沈降分離槽7内に
沈降している固形物26を連続的に除去する。
By repeating the above operations, the solid matter 26 that has settled in the sedimentation separation tank 7 is continuously removed.

尚、除去された小径の固形物26は前記実施例と同様に
裏込め剤として利用するようにしてもよい。
Incidentally, the removed small-diameter solid matter 26 may be used as a backfilling agent as in the above embodiment.

(発明の効果) このように、本発明によるときは、円筒体の回転操作の
みによって、圧力状態にある沈降分離槽の気密性を確保
して槽外に沈降物を除去でき、簡易、迅速に圧力管に連
通された沈降分離槽内の沈降物を除去できる効果を有す
る。
(Effects of the Invention) As described above, according to the present invention, the airtightness of the settling tank under pressure can be ensured and the sediment can be removed from the tank simply and quickly by rotating the cylindrical body. It has the effect of removing sediment in the settling tank connected to the pressure pipe.

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

第1図は泥水シールド工法の概略説明線図、第2図並び
に第3図は本発明方法の1実施例の工程を示す沈降分離
槽近傍の載断面図、第4図並びに第5図は信実絶倒の工
程を示ず沈降分離槽近傍の載断面図である。
Figure 1 is a schematic explanatory diagram of the muddy water shield method, Figures 2 and 3 are cross-sectional views of the vicinity of the settling tank showing the steps of one embodiment of the method of the present invention, and Figures 4 and 5 are actual diagrams. FIG. 2 is a cross-sectional view of the vicinity of the sedimentation tank, showing no overwhelming process.

Claims (1)

【特許請求の範囲】[Claims] 圧力管に連通された沈降分離槽内に沈降している沈降物
を、該沈降分離槽の底部開口と連通自在の側壁開口を備
えた回転自在の円筒体内に該側壁開口を介して収容し、
次で該円筒体を回転させてその側壁で該底部開口を閉じ
、該円筒体内を該沈降分離槽と遮断しておいて該円筒体
内の沈降物を外部に除去することから成る圧力管に連通
された沈降分離槽内の沈降物除去方法。
The sediment settled in a sedimentation tank connected to a pressure pipe is housed in a rotatable cylindrical body having a side wall opening that can freely communicate with the bottom opening of the sedimentation separation tank, through the side wall opening,
Next, the cylindrical body is rotated to close the bottom opening with its side wall, and the cylindrical body is isolated from the sedimentation separation tank, and the sediment inside the cylindrical body is communicated with a pressure pipe that is removed to the outside. A method for removing sediment in a sedimentation separation tank.
JP22892785A 1985-10-16 1985-10-16 Method of removing precipitate in precipitator connected to pressure pipe Pending JPS6291207A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22892785A JPS6291207A (en) 1985-10-16 1985-10-16 Method of removing precipitate in precipitator connected to pressure pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22892785A JPS6291207A (en) 1985-10-16 1985-10-16 Method of removing precipitate in precipitator connected to pressure pipe

Publications (1)

Publication Number Publication Date
JPS6291207A true JPS6291207A (en) 1987-04-25

Family

ID=16884036

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22892785A Pending JPS6291207A (en) 1985-10-16 1985-10-16 Method of removing precipitate in precipitator connected to pressure pipe

Country Status (1)

Country Link
JP (1) JPS6291207A (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5033555A (en) * 1973-07-30 1975-03-31
JPS52129061A (en) * 1976-04-22 1977-10-29 Shin Meiwa Ind Co Ltd Device for discharge of sludge in waste water disposal tank
JPS597008B2 (en) * 1977-11-04 1984-02-16 川崎重工業株式会社 2-cycle engine exhaust control device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5033555A (en) * 1973-07-30 1975-03-31
JPS52129061A (en) * 1976-04-22 1977-10-29 Shin Meiwa Ind Co Ltd Device for discharge of sludge in waste water disposal tank
JPS597008B2 (en) * 1977-11-04 1984-02-16 川崎重工業株式会社 2-cycle engine exhaust control device

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