JPS6021792B2 - Recycling method for existing buried pipes - Google Patents

Recycling method for existing buried pipes

Info

Publication number
JPS6021792B2
JPS6021792B2 JP57121525A JP12152582A JPS6021792B2 JP S6021792 B2 JPS6021792 B2 JP S6021792B2 JP 57121525 A JP57121525 A JP 57121525A JP 12152582 A JP12152582 A JP 12152582A JP S6021792 B2 JPS6021792 B2 JP S6021792B2
Authority
JP
Japan
Prior art keywords
pipe
pipes
air
branch
existing buried
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
JP57121525A
Other languages
Japanese (ja)
Other versions
JPS5912783A (en
Inventor
利文 西
拓郎 鮫島
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.)
KANEMATSU ENJINIARINGU KK
NISHINIPPON RAININGU KK
Original Assignee
KANEMATSU ENJINIARINGU KK
NISHINIPPON RAININGU 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 KANEMATSU ENJINIARINGU KK, NISHINIPPON RAININGU KK filed Critical KANEMATSU ENJINIARINGU KK
Priority to JP57121525A priority Critical patent/JPS6021792B2/en
Publication of JPS5912783A publication Critical patent/JPS5912783A/en
Publication of JPS6021792B2 publication Critical patent/JPS6021792B2/en
Expired legal-status Critical Current

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  • Application Of Or Painting With Fluid Materials (AREA)

Description

【発明の詳細な説明】 この発明は既設埋設管の再生法に係り、その目的は既設
埋設管、例えば水道管或いはガス管などが土中もしくは
ビル、マンション等の建物内に埋設され長期間の使用に
よって内壁にサビが生じ流量の変化や或いは流体物の内
容に変化が生じてきたような場合に既設埋設管の内部を
研磨すると共にその内部をラィニング処理して既設埋設
管を再生することからなる既設埋設管の再生法の提供に
ある。
[Detailed Description of the Invention] This invention relates to a method for regenerating existing buried pipes, and its purpose is to recycle existing buried pipes, such as water pipes or gas pipes, that are buried underground or inside buildings such as buildings and condominiums for a long period of time. When rust occurs on the inner wall due to use and changes in flow rate or fluid content occur, the inside of the existing buried pipe is polished and lined to regenerate it. The aim is to provide a method for regenerating existing buried pipes.

従来、このような既設埋設管の再生方法としては高圧水
でサビを研磨し乾燥の後ラィニングする所謂ウオーター
ビット工法や、パイプの一端より圧縮空気と研磨材を送
り込みその後ラィニングするいわゆるェアサンド工法が
知られているが、ウオータービット工法においては例え
ば数十気圧という非常に高圧水の既設埋設管に挿入させ
るので作業者に危険が伴なううえ排水処理が困難である
という問題がある。
Conventionally, known methods for regenerating existing buried pipes include the so-called water bit method, in which the rust is polished with high-pressure water and then lined after drying, and the so-called air sand method, in which compressed air and abrasive material are pumped into one end of the pipe and the pipe is then lined. However, the Waterbit construction method involves inserting very high-pressure water, for example several tens of atmospheres, into existing buried pipes, which poses a danger to workers and makes wastewater treatment difficult.

さらに研磨後の乾燥に既設埋設管内の水分乾燥に時間が
掛かるという工法であった。
Furthermore, the method required time to dry the water in the existing buried pipes after polishing.

また、一方特願昭55−14256叫号公報等にて開示
されたェアサンド工法もあるが、この既開示の工法は以
下の様な工法であった。
On the other hand, there is also an air sand construction method disclosed in Japanese Patent Application No. 14256/1983, but this previously disclosed construction method was as follows.

すなわち、断熱圧縮した空気の気流を管内に通じ、乾燥
、加熱、清掃に使用し、前記管の入口付近から砥材を噴
射して管内壁面を研磨し、次いで微粒子化した塗料を噴
射して管内壁面を塗布する。
That is, adiabatic compressed air flow is passed through the pipe and used for drying, heating, and cleaning, an abrasive material is injected from near the entrance of the pipe to polish the inner wall surface of the pipe, and then finely divided paint is injected to clean the inside of the pipe. Paint the wall.

なるほどこの様な試案例工法のこの既開示の埋設管の補
修工法は、高圧水を使用しないので作業者に危険を与え
ない上、排水処理作業の困難もない。
Indeed, the previously disclosed underground pipe repair method, which is a trial construction method, does not use high-pressure water, so it does not pose any danger to workers, and there is no difficulty in wastewater treatment work.

ところが、主管と分岐管とを有す管路においては、主管
からのみ空気を圧送するため、主管から圧送する空気圧
が、分岐管相互で不均一になり、従って、研磨時または
ラィニング時に管内の主管と各分岐管との管内部の圧力
調整が非常に難しく特にラィニング中の既設埋設管内の
主管と各分岐管の圧力調整の失敗によって水道管がラィ
ニング材で閉塞するという欠点が生じるという嫌いがあ
った。
However, in a pipeline that has a main pipe and a branch pipe, air is pumped only from the main pipe, so the air pressure pumped from the main pipe becomes uneven between the branch pipes. It is very difficult to adjust the pressure inside the pipe between the main pipe and each branch pipe, especially when lining the existing underground pipe. Failure to adjust the pressure between the main pipe and each branch pipe may result in the water pipe being blocked by the lining material. Ta.

加えて、塗布工程完了を外部から知ることができないと
いう欠点があった。この発明は以上のような従釆例の欠
点を解消せんとしてなされたもので、以下図面に基づい
てこの発明法の一実施例を説明する。
In addition, there was a drawback in that it was not possible to know from the outside whether the coating process had been completed. This invention was made in order to overcome the drawbacks of the above-mentioned follow-up examples, and one embodiment of this invention method will be described below based on the drawings.

この明細書において、リバィブ機とは、圧縮空気流を羽
根の回転力によって旋回流とする装置、加圧パイプとは
空気圧送を行う主管入口付近若しくは分岐管末端付近に
配管される施工用パイプ、吸引パイプとは管内空気の吸
引を行う分岐管末端付近に配管される施工用パイプをい
う。
In this specification, a revive machine is a device that turns compressed air into a swirling flow using the rotational force of a blade, and a pressurized pipe is a construction pipe installed near the main pipe entrance or near the end of a branch pipe that conveys air under pressure. A suction pipe is a construction pipe installed near the end of a branch pipe that sucks air inside the pipe.

第1図はこの発明法の工程説明図であって、この第1図
に基づいて、この発明に係る既設埋設管の再生法の概略
工程を説明すると、まず図中1は、既設埋設管内を流通
する流体例えばガス或いは水などを停止する工程で、2
はこの既設埋設管の再生を要する部分の流体流れ方向上
下端を切断する切断工程で、3はこの既設埋設管の再生
を要する部分の乾燥工程もしくはガス体(流体)の吸収
による回収工程である。
FIG. 1 is a process explanatory diagram of the method of this invention. Based on FIG. In the process of stopping the flowing fluid such as gas or water, 2
3 is a cutting process of cutting the upper and lower ends in the fluid flow direction of the part of the existing buried pipe that requires regeneration, and 3 is a recovery process by drying or absorbing gas (fluid) of the part of the existing buried pipe that requires regeneration. .

この各工程1,2,3はいわゆるこの発明法においては
前処理に属する工程である。
These steps 1, 2, and 3 are so-called steps that belong to pretreatment in the method of this invention.

4は研磨材を用いて既設埋設管の再生を要する部分の研
磨工程で、5はこの研磨工程の後再生を要する既設埋設
管の内壁面を塗膜するラィニング工程である。
4 is a step of polishing the part of the existing buried pipe that requires regeneration using an abrasive, and 5 is a lining step of coating the inner wall surface of the existing buried pipe that requires regeneration after this polishing step.

6はラィニング後の溶剤回収、ラィニング塗膜の乾燥な
どを行なう後処理の乾燥工程である。
6 is a post-treatment drying step for recovering the solvent after lining and drying the lining coating film.

第1図において、7は吸引機構、8はラィニング材ホツ
パ−、9はリバィブ機、10はエアコンプレッサー、1
1は研磨材ホッパーをそれぞれ示すものである。このよ
うな概略工程からなるこの発明法を、さらに第2図以下
の図面に基づいて説明すると、既設埋設管が土中などに
埋設された主管13のみからなる場合には吸引機構7を
再生を要する既設埋設管の流体流れ方向下流に接続し且
つ再生を要する既設埋設管の再生を要する部分の流体流
れ方向上流の所要位置にエアコンプレッサー10、リバ
ィブ機9及び研磨材ホッパー11もし〈はラィニング材
ホッパ−8を接続し既設埋設管の再生を要する部分内を
吸引機構7の作動で常に負圧にしながら研磨工程4及び
ラィニング工程5を第1図に基づいて行なうだけでよい
In Fig. 1, 7 is a suction mechanism, 8 is a lining material hopper, 9 is a revive machine, 10 is an air compressor, 1
1 indicates an abrasive material hopper. The method of the present invention, which consists of the above-mentioned general steps, will be further explained based on the drawings shown in FIG. An air compressor 10, a revive machine 9, and an abrasive material hopper 11 (if any) are installed at required positions downstream in the fluid flow direction of the existing buried pipes that require regeneration, and upstream in the fluid flow direction of the portions of the existing buried pipes that require regeneration. It is only necessary to connect the hopper 8 and perform the polishing step 4 and the lining step 5 based on FIG. 1 while maintaining negative pressure in the portion of the existing buried pipe that requires regeneration by operating the suction mechanism 7.

以下、第2図以下において示す、この発明法の実施例で
あって既設埋設管が分岐管12を有する場合の実施例に
ついて説明を進める。
Hereinafter, an explanation will be given of an embodiment of the present invention method shown in FIG. 2 and subsequent figures, in which the existing buried pipe has a branch pipe 12.

第2図において、13は既設埋設管の主管で、12はこ
の主管13から各階ごとに或いは部屋ごとに分岐した分
岐管を示すものである。
In FIG. 2, reference numeral 13 indicates a main pipe of the existing buried pipe, and reference numeral 12 indicates branch pipes branching from this main pipe 13 for each floor or for each room.

14は汲み上げ用のポンプで、15は高架水槽である。14 is a pump for drawing up water, and 15 is an elevated water tank.

従ってこの第2図において再生を要する部分としてA点
からA3および公点に至る主管13とそれぞれの分岐管
12とからなるものと設定してこの発明法の説明を続け
ていく。この場合において再生を要する既設埋設管12
,13を再生を要する部分の流体流れ方向上流とはA点
であってまずこのA点を切断しこのA点に、第2図Bの
如く、エアコンプレッサー10、空気分配へッダー10
a、加圧パイプ10b、IJパイプ機9を介してまず連
結する。
Therefore, in FIG. 2, the explanation of the method of the invention will be continued by assuming that the parts requiring regeneration are the main pipe 13 from point A to A3 and the common point, and the respective branch pipes 12. In this case, the existing buried pipe 12 that requires regeneration
, 13 upstream in the fluid flow direction of the part that requires regeneration is point A. First, cut this point A, and connect the air compressor 10 and air distribution header 10 to this point A, as shown in FIG. 2B.
a, the pressurizing pipe 10b and the IJ pipe machine 9 are first connected.

この際A点近傍にメータ類がある場合にはこのメータを
取り外すもし〈はバイパス通路を形成してメータ類を損
傷させないようにする。尚、第1図で前述した如く、当
然そのA点切断工程の前には流体の停止すなわちガス体
停止、送水停止工程が前処理工程として要求される。
At this time, if there are meters near point A, remove the meters or create a bypass passage to prevent damage to the meters. Incidentally, as described above with reference to FIG. 1, before the point A cutting step, it is necessary to stop the fluid, that is, stop the gas body, and stop the water supply as pretreatment steps.

このA点に前述の加圧空気圧送機構を連結した後既設埋
設管13の末端部12a,12b・・・・・・・・・・
・・121に吸引パイプ10c、空気分配へッダー10
dを介して吸引機構7と結合する。流体(水もしくはガ
ス体)を吸引機構7側へ吸引してこの工程で既設埋設管
12,13内部の乾燥もしくは流体回収する。次いで再
生を要する既設埋設管12,13の流体流れ方向上流の
所要位置Aでリバィブ機9の結合部に研磨材ホッパー1
1を接続する。
After connecting the above-mentioned pressurized air feeding mechanism to this point A, the end portions 12a, 12b of the existing buried pipe 13...
...121 has suction pipe 10c, air distribution header 10
It is coupled to the suction mechanism 7 via d. Fluid (water or gas) is sucked toward the suction mechanism 7 side, and in this step, the inside of the existing buried pipes 12, 13 is dried or the fluid is recovered. Next, the abrasive hopper 1 is installed at the joint part of the revive machine 9 at a required position A upstream in the fluid flow direction of the existing buried pipes 12 and 13 that require regeneration.
Connect 1.

第2図において、分岐管12の流体流れ方向の末端部全
てとは12a,12b,12c,12d,12e,12
f,12g,12h,12i,12j,12k,121
,の全てをいう。
In FIG. 2, all the ends of the branch pipe 12 in the fluid flow direction are 12a, 12b, 12c, 12d, 12e, 12
f, 12g, 12h, 12i, 12j, 12k, 121
, refers to all of .

尚、第3図はリバィブ機9、空気分配へッダー10a,
10d,エアコンプレッサー10及び吸引機構7及び主
管13、分岐管12、加圧パイプ10b、吸引パイプ1
0cを模式的に図示するものである。
In addition, FIG. 3 shows the revive machine 9, air distribution header 10a,
10d, air compressor 10, suction mechanism 7, main pipe 13, branch pipe 12, pressurizing pipe 10b, suction pipe 1
0c is schematically illustrated.

この第3図において研磨材ホツパー11が接続される箇
所すなわち装着部とはAの箇所である。
In FIG. 3, the location A to which the abrasive hopper 11 is connected, ie, the mounting portion, is the location A.

尚、第3図で示す如く水道管等では分岐管12の端部に
は蛇口16が装着されているからこの蛇口16は作業に
際して取り除く必要がある。研磨材ホッパー11は、第
3図あるいは第2図で示す如く、装着部Aにリバィブ機
9と連結して接続される。ところでこの発明で吸引機構
7としては、第5図に後記するような吸引機構が好適に
使用でき、エアコンプレッサー10としては第3図示の
如く、公知のエアコンプレッサー10を好適に使用でき
、また空気分配へツダー10a,10dとしてはいわゆ
るエアコンプレッサー10からの圧搾空気を分流する公
知の空気分配へッダー10a,10d全て好ましく使用
することができる。
Incidentally, as shown in FIG. 3, in water pipes and the like, a faucet 16 is attached to the end of the branch pipe 12, so this faucet 16 must be removed during work. The abrasive hopper 11 is connected to the reviving machine 9 in the mounting section A, as shown in FIG. 3 or FIG. Incidentally, in this invention, as the suction mechanism 7, a suction mechanism as described later in FIG. 5 can be preferably used, and as the air compressor 10, a known air compressor 10 as shown in FIG. As the distribution headers 10a, 10d, any known air distribution header 10a, 10d that separates compressed air from the so-called air compressor 10 can be preferably used.

尚、またこの発明でリバィブ機9としては、第4図に断
面説明図を示す如く圧搾空気流を羽根9aの回転力によ
って旋回流9bとする装置であれば全て好ましく使用す
ることができる。次にこの発明で好適に使用できる、吸
引機構7について第5図及び第6図に基づいて説明する
In addition, as the reviving machine 9 in the present invention, any device can be preferably used as long as it is a device that converts compressed air flow into a swirling flow 9b by the rotational force of a blade 9a, as shown in a cross-sectional view in FIG. Next, the suction mechanism 7 that can be suitably used in the present invention will be explained based on FIGS. 5 and 6.

この発明法で好適に使用できる吸引機構7としては、第
5図及び第6図に示す如く、ルーツフロアなどの吸引装
置71と、この吸引装置71の空気流れ方向Aの上流す
なわち吸引経路に湿式集塵槽72と要すれば粉塵補集装
置73と空気流れ方向A下流すなわち吐出経路にミスト
キャッチャ74を持つもので、車銅75に搭載あるいは
定置できるものであれば全て好ましく使用できる。この
ような吸引機構7を再生を要する既設埋設管12,13
に接続した後、この再生を要る既設埋設管12,13を
、第7図、第8図に示す如く、吸引機構7を吸引パイプ
10c、空気分配へッダー10d既設埋設管12の端部
に接続させて、一方エアコンプレッサー10、空気分配
へツダー10a,10d、リバィブ機9を流体流れ方向
イの上流側端部に装着し、このリバィブ機9との鞍属部
近傍に研磨材ホツパー11を装着する。尚、空気分配へ
ッダ−10aからの加圧空気流は、第8図に示す如く、
リバィブ機9に接続する経路11a、研磨材ホツパー1
1の上方に接続する経路11bと、装着部A近傍で流体
流れ方向イの上流19に配送する経路1 1cをそれぞ
れ必要に応じて設ける。このようにした後第7図に示す
如く既設埋設管12の内壁に発生したサビなどの付着物
12aを研磨する。
As shown in FIGS. 5 and 6, the suction mechanism 7 that can be suitably used in the method of the present invention includes a suction device 71 such as a roots floor, and a wet type suction device 71 located upstream of the suction device 71 in the air flow direction A, that is, in the suction path. Any device having a dust collection tank 72, a dust collection device 73 if required, and a mist catcher 74 downstream in the air flow direction A, that is, in the discharge path, can be preferably used as long as it can be mounted or placed on the vehicle copper 75. Existing buried pipes 12, 13 that require regeneration such as the suction mechanism 7
After connecting the existing buried pipes 12 and 13 that need to be regenerated, as shown in FIGS. On the other hand, the air compressor 10, the air distribution pipes 10a and 10d, and the revive machine 9 are installed at the upstream end in the fluid flow direction A, and the abrasive hopper 11 is installed near the saddle joint with the revive machine 9. Installing. Note that the pressurized air flow from the air distribution header 10a is as shown in FIG.
Path 11a connected to revive machine 9, abrasive material hopper 1
A path 11b that connects to the upper side of the fluid flow direction A and a path 11c that connects the fluid to the upstream side 19 in the fluid flow direction A near the mounting portion A are provided as necessary. After doing this, as shown in FIG. 7, deposits 12a such as rust generated on the inner wall of the existing buried pipe 12 are polished.

研磨方法はエアコンプレッサー10からの圧搾空気を空
気分配へッダ−10aを介してリバィプ機9に送り込む
と同時に研磨材ホツパー11の上部から加圧されている
ので研磨材17はベンチュリー効果によって既設配設管
13の上流部Aから既設配管12内へ吸引されながら送
り込まれる。
In the polishing method, compressed air from the air compressor 10 is fed into the revive machine 9 via the air distribution header 10a, and at the same time it is pressurized from the top of the abrasive material hopper 11, so that the abrasive material 17 is transferred to the existing arrangement due to the Venturi effect. It is fed into the existing pipe 12 from the upstream part A of the installed pipe 13 while being sucked.

この際にさらに空気分配へッダー11から経路11cを
介して圧搾空気が装着部Aの近傍箇所19から挿入され
るのでその研磨材17の流れは加速されるとともに吸引
機構7の作動によって既設配管内は負圧状態とされてい
るから研磨材17の既設配管内特に分岐管12への通過
はいっそう促進されることとなる。尚、リバィブ機9を
介して研磨材17は旋回流9bに搬送されて管内12,
13を通過することとなるので既設配管13,12内壁
のサビなどは確実に且つ堅実に研磨されることとなる。
At this time, compressed air is further inserted from the air distribution header 11 through the path 11c from a point 19 near the attachment part A, so that the flow of the abrasive material 17 is accelerated and the suction mechanism 7 is operated to move the compressed air into the existing piping. Since the abrasive material 17 is in a negative pressure state, the passage of the abrasive material 17 into the existing piping, particularly into the branch pipe 12, is further facilitated. Incidentally, the abrasive material 17 is conveyed to the swirling flow 9b through the revive machine 9, and is transported inside the pipe 12,
13, rust etc. on the inner walls of the existing pipes 13 and 12 will be reliably and steadily polished.

この研磨材17が分岐管12の最末端部例えば12aも
しくは12fあるいは12gさらには12そのいずれか
の箇所が終了すれば、この終了点の最末端部例えば12
aに蓬通した吸引パイプ10cを取り外し、加圧パイプ
10bと取り換える。
If this abrasive material 17 is applied to the most distal end of the branch pipe 12, e.g. 12a or 12f or 12g, or any one of them, then the abrasive material 17 is applied to the distal end of the branch pipe 12, e.g. 12a or 12f or 12g.
Remove the suction pipe 10c that passes through a, and replace it with the pressure pipe 10b.

この理由は、他の分岐管12内の研磨作業を促進するた
めである。この作業を反復し全ての最末端部が加圧パイ
プ1obに髪続されるまで作業する。
The reason for this is to facilitate polishing work inside the other branch pipes 12. This operation is repeated until all the ends are connected to the pressure pipe 1ob.

尚、この研磨工程4において既設配管12,13内にL
型部Lがある場合には、研磨材17aによって折曲部仏
が損傷して破損する等の現象が生じるため、この曲管部
(又はT字管部)Lの前段則ち流体流れ方向上流側に緩
衝異形管Lbを挿入する。
In addition, in this polishing step 4, L is
If there is a mold part L, the abrasive material 17a may damage the bent part and cause it to break. Insert the buffer deformed tube Lb into the side.

この緩衝異形管Lbは研磨工程4終了後取り外すため仮
りに損傷しても問題はない。
Since this buffer deformed tube Lb is removed after the polishing step 4 is completed, there is no problem even if it is damaged.

(第7図B参照)また上述の方法はA〜ん,A〜A6の
主管13及びこの主管13のA,,A2,ん,A4,A
5,A6から分岐する分岐管12,12a・・・・・・
121までを一度に処理する方法について説明したが、
A〜ん,A〜A6の主管13部とA,〜12c,12d
,A2〜12b,12e,ん〜12a,12f,A4〜
12i,12j,ん〜12h,12k,A6〜12g,
121,をそれぞれ分離して処理してもよい。
(See Figure 7B) The above method also applies to the main pipes 13 of A to A6, and the main pipes 13 of A, A2, N, A4, A.
5. Branch pipes 12, 12a branching from A6...
I explained how to process up to 121 at once,
A~, A~13 main pipes of A6 and A, ~12c, 12d
, A2~12b, 12e, Hmm~12a, 12f, A4~
12i, 12j, hmm~12h, 12k, A6~12g,
121, may be processed separately.

この場合研磨材ホッパー11等の挿着箇所はA,A,,
A2,へ,A5のそれぞれ流体流れ方向の上流点となる
。この研磨工程が終了した後、第9図及び第10図に示
す如く、既設配管13の端部の装着部A近傍にラィニン
グ材ホッパ−8を取り付ける。
In this case, the insertion points of the abrasive material hopper 11 etc. are A, A, .
These are the upstream points in the fluid flow direction of A2, A5, and A5, respectively. After this polishing step is completed, as shown in FIGS. 9 and 10, a lining material hopper 8 is attached to the end of the existing piping 13 near the mounting portion A.

もちろん取り付けるに際してはあらかじめ装着されてい
た研磨材ホツパー11は除去る。尚、研磨工程と同じく
吸引機構7、エアコンプレッサー10、リバィブ機9、
空気分配へッダー10aはあらかじめ取り付けられてい
る。
Of course, when installing, the abrasive material hopper 11 installed in advance is removed. In addition, as in the polishing process, a suction mechanism 7, an air compressor 10, a revive machine 9,
The air distribution header 10a is pre-installed.

前述の研磨工程4と同じくエアコンプレッサー10から
空気分配へッダ−10aをへてリバィブ機9に圧搾空気
を送り、他の系として1 1bでラィニング材ホッパ−
8に圧搾空気を送りさらに加速圧搾空気11cを流体流
れ方向イの上流で装着近傍の位置19から圧搾空気を送
り込むと同時に吸引機構7で処理を要する既設埋設管系
内を負圧状態とする。
As in the polishing step 4 described above, compressed air is sent from the air compressor 10 to the revive machine 9 through the air distribution header 10a, and as another system, the lining material hopper is sent to the lining material hopper 11b.
Compressed air is sent to 8 and accelerated compressed air 11c is sent from a position 19 near the installation upstream in the fluid flow direction A, and at the same time, the suction mechanism 7 brings the inside of the existing buried pipe system which requires treatment into a negative pressure state.

このようにすることによってラィニング材ホッパー8か
らラィニング材20が旋回流9bに搬送されて既設配管
13,12内壁を塗着する。
By doing so, the lining material 20 is conveyed from the lining material hopper 8 by the swirling flow 9b and coats the inner walls of the existing pipes 13 and 12.

尚、ライニング材ホツパー8はラィニング材とラィニン
グ材硬化液とを混合しながら塗着できるようにラィニン
グ時に混合されるように構成される。尚、このライニン
グ材20としては通常公知のものが全て好ましく使用で
きるが、例えばェポキシ樹脂などのラィニング材が好適
に使用できる。
The lining material hopper 8 is configured to mix the lining material and the lining material curing liquid during lining so that the lining material and the lining material curing liquid can be mixed and applied. As the lining material 20, all commonly known materials can be preferably used, and for example, lining materials such as epoxy resin can be suitably used.

このラィニング工程5は、第2図に示す如く、分岐管1
2の最端部まで順次行なうこととし例えば12a,12
f,12b,12e,12C,12dと順次行なった後
次に12g,121,12h,12k,12i,12h
のようにA点からライニング材20を流し込んで順次分
岐管12をライニング塗装する方法やあるいは第2図に
示す如くA点からA3点とA点からA6点までをA点か
らラィニング材20を流し込んでラィニングする一方A
,点からラィニング材20を流し込んで12c,12d
までを、A2点から12b,12eを…・・・A6点か
ら12g,121と分けてラィニング塗装してもよい。
この発明法においては、この際にA点からその末端部例
えば12aまで流し込むラィニング材20の量をそれぞ
れあらかじめ設定しその必要量のみを塗着することを特
徴とする。
This lining process 5 is performed on the branch pipe 1 as shown in FIG.
For example, 12a, 12
f, 12b, 12e, 12C, 12d in sequence, then 12g, 121, 12h, 12k, 12i, 12h
As shown in Figure 2, the lining material 20 is poured from point A and the branch pipes 12 are sequentially lined, or the lining material 20 is poured from point A to point A to A3 and from point A to A6 as shown in Fig. 2. While lining with A
, pour the lining material 20 from the points 12c, 12d
12b, 12e from point A2...12g, 121 from point A6 may be coated separately.
The method of this invention is characterized in that the amount of lining material 20 to be poured from point A to the end portion 12a, for example, is set in advance, and only the required amount is applied.

すなわちラィニング材20‘こよる既設埋設管13,も
しくは12特に分岐管12の目詰りを必要量のみ塗着彼
装することによって防止できるという効果がある。
That is, there is an effect that clogging of the existing buried pipe 13 or 12, especially the branch pipe 12, caused by the lining material 20' can be prevented by applying only the necessary amount.

第10図の模式図に基づいて説明すればラィニング材ホ
ツパー8から流し込むラィニング材20の量はこの一回
のラィニング材20によって塗布しなければならない主
管13および、または分岐管12の全長1の特定経路の
内壁を全て塗布するに必要な量とすればよく、従ってそ
の量としては管蓬d及び管長1を勘案した量によって定
めるものとする。
Explaining based on the schematic diagram of FIG. 10, the amount of lining material 20 poured from the lining material hopper 8 is determined by specifying the total length 1 of the main pipe 13 and/or branch pipe 12 that must be coated with this one lining material 20. It is sufficient to set the amount necessary to coat the entire inner wall of the path, and therefore, the amount is determined by taking into account the pipe length d and the pipe length 1.

尚、第10図において21はラィニングされた被膜であ
る。
In addition, in FIG. 10, 21 is a lined coating.

このように再生を要する既設配管12,13の内壁をラ
ィニングするに特定経路例えばAから12aまでをまず
行うとすれば他の末端部12b・・・12bには加圧パ
イプ10bを全て接続し、特定径路内のみが負圧となる
ように設定する。
In order to line the inner walls of the existing pipes 12 and 13 that require regeneration in this way, if a specific route is first performed, for example from A to 12a, then all the pressurized pipes 10b are connected to the other end portions 12b...12b, Set so that only a specific path has negative pressure.

この理由はラィニング処理時間を短縮するとともに被覆
厚のバラッキをなくすようにラィニング材20の管内移
動速度を促進させるためである。また、特定経路の最末
端部例えば12aには透明管21aを接続し、この透明
管21aまでライニング材21が移送されてきた時点を
ラィニング工程5終了時とする。
The reason for this is to shorten the lining processing time and to accelerate the movement speed of the lining material 20 in the pipe so as to eliminate variations in coating thickness. In addition, a transparent tube 21a is connected to the most distal end of the specific path, for example 12a, and the time when the lining material 21 has been transferred to the transparent tube 21a is defined as the end of the lining step 5.

この特定経路がラィニング処理終了すれば、この特定経
路の吸引パイプ10cは加圧パイプ10bと取り換え、
他の経路の末端部例えば12bに吸引パイプ10cとし
て上記作業を同様に仮復して全経路ラィニング処理する
。この作業は第2図のような分岐管12が少なくA点か
ら各末端部12a・・・121まで、一度に処理する場
合でも、あるいは前述の如くA点からA3点、A点から
A6点までの主管13とA,点から12c,12dとA
,点から12b,121との如く分岐管13とを分けて
処理する場合でも同様に処理を要する経路のみを負圧と
し、他は加圧状態とする。最後にリバィブ機9、空気分
配へッダー10a,10dエアコンプレッサー10、吸
引機構7を除去し切断部分Aを復旧しこの復旧の前に既
設配管12,13内を乾燥処理する。
When the lining process for this specific route is completed, the suction pipe 10c of this specific route is replaced with the pressurizing pipe 10b,
The suction pipe 10c is placed at the end of the other route, for example 12b, and the above operation is temporarily restored in the same manner to complete the lining process for the entire route. This work can be done even when there are few branch pipes 12 as shown in Fig. 2, from point A to each end 12a...121, or from point A to point A3, from point A to point A6 as described above. Main pipe 13 and A, 12c, 12d and A from the point
, 12b, 121, etc., even if the branch pipes 13 are treated separately, only the path that requires treatment is placed under negative pressure, and the others are placed under pressure. Finally, the reviver 9, the air distribution headers 10a, 10d, the air compressor 10, and the suction mechanism 7 are removed to restore the cut portion A, and before this restoration, the interior of the existing pipes 12 and 13 is dried.

以上詳述した如くこの発明に係る既設埋設管の再生法は
以下の様な優れた効果を同時に蓑す。
As detailed above, the method for regenerating existing buried pipes according to the present invention simultaneously provides the following excellent effects.

■ 高圧水を使用せず管内部の空気を吸引、加圧して管
を再生するので従来法のウオータービット工法のもつ作
業の危険性や排水処理の困難性がない。■ 塗布する分
岐管から管内空気を吸引し、他の分岐管からも圧縮空気
を圧送するので既設管内の圧力コントロールが容易であ
るため、従ってラィニング材による既設管内の閉塞がな
い。
■ Since the pipe is regenerated by suctioning and pressurizing the air inside the pipe without using high-pressure water, there is no danger in the work or difficulty in wastewater treatment associated with the conventional water bit method. ■ Air inside the pipe is sucked from the branch pipe to be coated, and compressed air is fed under pressure from other branch pipes, making it easy to control the pressure inside the existing pipe, so there is no clogging of the existing pipe by the lining material.

■ 分岐管から管内空気を吸引するので、管内に負圧が
生じ、このため水及びラィニング材が乾燥しやすく、従
って施工時間が短縮できる。■ 分M皮管から管内空気
を吸収するので、加圧側のエアコンプレッサー等の容量
が従来よりも4・さくできる。■ 管内乾燥後すべての
分岐管から管内空気を吸収するので、ガス管等の爆発性
気体が残存している既設配管においても確実に既設配管
系内の危険気体を吸入できる。
■ Since the air inside the pipe is sucked through the branch pipe, negative pressure is generated inside the pipe, which makes it easier for water and lining material to dry, thereby shortening the construction time. ■ Since the air inside the tube is absorbed through the skin tube, the capacity of the air compressor, etc. on the pressurizing side can be reduced by 4 cm compared to conventional methods. ■ Since the air inside the pipe is absorbed from all branch pipes after the pipe is dried, dangerous gases within the existing piping system can be reliably inhaled even in existing piping where explosive gas remains, such as gas pipes.

■ 塗布時に塗布の対象となる分岐管の末端に透明管を
設けたので、既設配管内の塗布完了を外部から容易に目
視することがでる。■ 又、既設配管の所要箇所を切断
するだけで全既設配管の再生ができる。
■ A transparent tube is installed at the end of the branch pipe that is the target of coating during coating, so it is easy to visually check from the outside whether coating has been completed within the existing pipe. ■ In addition, all existing piping can be regenerated by simply cutting the required parts of the existing piping.

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

第1図はこの発明法に係る既設埋設管の再生法の工程説
明図、第2図A,B,Cはこの発明法の一実施例に係る
配管説明図、第3図はこの発明法の一実施例の千旦卵略
説明図、第4図はこの発明法に使用するルゞィブ機の説
明図、第5図及び第6図はこの発明法の一実施例に使用
する吸引機構の説明図、第7図A,B及び第8図はこの
発明法の一実施例で使用する研磨工程の説明図、第9図
及び第10図はこの発明法の一実施例で使用するラィニ
ング工程の説明図である。 7……吸引機構、8…・・・ラィニング材ホッパー、9
……リバィブ機、10……エアコンプレッサー、10a
,10d・・・・・・空気分配へッダー、12・・・・
・・分岐管、13・・・・・・既設配管。 第1図第4図 第2図 第10図 第3図 第5図 第8図 第6図 第7図 第9図
Fig. 1 is an explanatory diagram of the process of regenerating existing buried pipes according to the method of this invention, Fig. 2 A, B, and C are explanatory diagrams of piping according to an embodiment of the method of this invention, and Fig. 3 is an explanatory diagram of the process of regenerating existing buried pipes according to the method of this invention. Figure 4 is an explanatory diagram of a lube machine used in this invention method, and Figures 5 and 6 are a suction mechanism used in an embodiment of this invention method. 7A, B and 8 are explanatory diagrams of the polishing process used in an embodiment of the method of this invention, and FIGS. 9 and 10 are linings used in an embodiment of the method of the invention. It is an explanatory diagram of a process. 7... Suction mechanism, 8... Lining material hopper, 9
... Revive machine, 10 ... Air compressor, 10a
, 10d... Air distribution header, 12...
... Branch pipe, 13... Existing pipe. Figure 1 Figure 4 Figure 2 Figure 10 Figure 3 Figure 5 Figure 8 Figure 6 Figure 7 Figure 9

Claims (1)

【特許請求の範囲】[Claims] 1 少なくとも主管と分岐管とを有す既設埋設管におい
て、圧縮空気の気流を前記管内の乾燥、研磨、塗布、乾
燥に使用するとともに、主管の入口付近に前記気流中へ
研磨材を噴出して研磨する既設埋設管の再生法において
、管内乾燥後、すべての分岐管末端から管内空気を吸引
するとともに主管入口から研磨材を圧縮空気の旋回流で
搬送流通させて管内壁を研磨する際に順次研磨完了した
分岐管末端からも圧縮空気を送り全ての管内壁を研磨し
、次いで一の分岐管末端に透明管を配管し、この透明管
末端から管内空気を吸引するとともに他の分岐管末端か
ら圧縮空気を圧送しつつ主管入口からライニング材を圧
縮空気の旋回流で前記透明管まで搬送させて主管から一
の分岐管末端まで塗布し、その後順次他の分岐管につい
ても同様に塗布することを特徴とする既設埋設管の再生
法。
1. In an existing buried pipe having at least a main pipe and a branch pipe, a stream of compressed air is used for drying, polishing, coating, and drying inside the pipe, and an abrasive is ejected into the air stream near the entrance of the main pipe. In the method of regenerating existing buried pipes for polishing, after the inside of the pipe is dried, the air inside the pipe is sucked from the ends of all branch pipes, and the abrasive material is conveyed and distributed from the main pipe inlet using a swirling flow of compressed air, and the inner wall of the pipe is polished one by one. Compressed air is also sent from the end of the polished branch pipe to polish all the inner walls of the pipes, and then a transparent pipe is installed at the end of one branch pipe, and the air inside the pipe is sucked from the end of the transparent pipe, and air is sucked from the end of the other branch pipe. While compressed air is being pumped, the lining material is conveyed from the inlet of the main pipe to the transparent pipe by a swirling flow of compressed air, and is coated from the main pipe to the end of one branch pipe, and then the other branch pipes are sequentially coated in the same manner. Features: Recycling method for existing buried pipes.
JP57121525A 1982-07-12 1982-07-12 Recycling method for existing buried pipes Expired JPS6021792B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57121525A JPS6021792B2 (en) 1982-07-12 1982-07-12 Recycling method for existing buried pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57121525A JPS6021792B2 (en) 1982-07-12 1982-07-12 Recycling method for existing buried pipes

Publications (2)

Publication Number Publication Date
JPS5912783A JPS5912783A (en) 1984-01-23
JPS6021792B2 true JPS6021792B2 (en) 1985-05-29

Family

ID=14813377

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57121525A Expired JPS6021792B2 (en) 1982-07-12 1982-07-12 Recycling method for existing buried pipes

Country Status (1)

Country Link
JP (1) JPS6021792B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62181525A (en) * 1986-02-05 1987-08-08 Yokogawa Electric Corp Signal generating circuit

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6418484A (en) * 1987-07-10 1989-01-23 Takuo Mochizuki Method of washing inside of duct
JPS6456182A (en) * 1987-08-25 1989-03-03 Tatsuo Okabe Method of cleaning the inner surface of pipe
JP2708472B2 (en) * 1988-06-24 1998-02-04 日本設備工業株式会社 Finishing method of new piping
JP2559290B2 (en) * 1990-10-26 1996-12-04 憲 田中 Method and apparatus for cleaning and collecting inner surface of pipe

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62181525A (en) * 1986-02-05 1987-08-08 Yokogawa Electric Corp Signal generating circuit

Also Published As

Publication number Publication date
JPS5912783A (en) 1984-01-23

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