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JPS59228978A - Method for sealing and corrosion-preventing inside surface in broken part of buried conduit or the like - Google Patents

Method for sealing and corrosion-preventing inside surface in broken part of buried conduit or the like

Info

Publication number
JPS59228978A
JPS59228978A JP58104515A JP10451583A JPS59228978A JP S59228978 A JPS59228978 A JP S59228978A JP 58104515 A JP58104515 A JP 58104515A JP 10451583 A JP10451583 A JP 10451583A JP S59228978 A JPS59228978 A JP S59228978A
Authority
JP
Japan
Prior art keywords
corrosion
flakes
sealing
substance
conduit
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
JP58104515A
Other languages
Japanese (ja)
Other versions
JPH0331512B2 (en
Inventor
Yukio Sato
幸男 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.)
SURIIBONDO KK
ThreeBond Co Ltd
Original Assignee
SURIIBONDO KK
ThreeBond 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 SURIIBONDO KK, ThreeBond Co Ltd filed Critical SURIIBONDO KK
Priority to JP58104515A priority Critical patent/JPS59228978A/en
Publication of JPS59228978A publication Critical patent/JPS59228978A/en
Publication of JPH0331512B2 publication Critical patent/JPH0331512B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/10Means for stopping flow in pipes or hoses

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Pipe Accessories (AREA)
  • Application Of Or Painting With Fluid Materials (AREA)

Abstract

PURPOSE:To repair and maintain a buried pipe to be maintained by digging said pipe at a suitable interval, feeding forcibly and successively a foamable and curable material as well as a lining material into the pipe and forming sealing and corrosion-preventive layers. CONSTITUTION:An underground buried pipe is dug at two points at about 100m interval and a foamable material A is forcibly fed into said pipe by a pig from one port thereof and is discharged from the other part. A material B such as aminals and water is forcibly fed therein by the pig to foam and cure the material A. Then the material A foams quickly in contact with the material B and cures with increase of its volume thereby sealing holes. After corroded holes 3, etc. are sealed in such a way, a lining material E is forcibly fed into the pipe by the pig to form the corrosion preventive lining integrally with sealing of holes.

Description

【発明の詳細な説明】 本発明は地下埋設導管な掘り起すことなく、両端コケ所
のみを掘り起し、簡単なピグ等と泡発生機のみでシール
充填できかつ結果内面を半永久的材料で2イニングし防
蝕する埋設導管等の欠損部内面シール防蝕方法である。
DETAILED DESCRIPTION OF THE INVENTION The present invention can dig up only the moss at both ends without digging up an underground conduit, seal it and fill it with only a simple pig or the like and a foam generator. This is a corrosion-proofing method for sealing the inner surface of a defective part of a buried conduit, etc. by lining and preventing corrosion.

地下に埋設されたガス管、水道管等の導管は長期間のう
ちに化学腐蝕、電気腐蝕等により局部的に腐蝕され徐々
に穴がおいて流体又はガス体が漏れる原因となることが
ままある。これを補修するには基本的にはこれらの管を
掘り起し、新管と取り換えるのが通常であるが掘り起し
のできない場所とか、経済的に無理等の理由によりその
復修補修ができないことが多い。このような場合の簡単
でかつ短時間に埋設導管を埋設されたままにして修理、
補修する方法があればその経済的メリットは大である。
Conduits such as gas pipes and water pipes buried underground may become locally corroded over a long period of time due to chemical corrosion, electrical corrosion, etc., and holes may gradually form, causing leakage of fluid or gas. . Normally, to repair this, these pipes are dug up and replaced with new pipes, but this is not possible due to the location where digging is not possible or because it is not economically possible. There are many things. In such cases, the buried conduit can be easily and quickly repaired while remaining buried.
If there is a way to repair it, it would have great economic benefits.

本発明はか\る事情に鑑みてなされたもので、特にガス
配管の支管(jOmm直径くらい)の腐蝕穴を埋設され
たままでシールし、かつ、導管内面を長期防蝕する方法
を提供するものである。
The present invention has been made in view of the above circumstances, and specifically provides a method for sealing corrosion holes in branch pipes of gas piping (approximately JOmm diameter) while still buried, and providing long-term corrosion protection for the inner surface of the pipe. be.

本発明は上記のように地下埋設導管を掘り起すことなく
、数/θθmくらいの間隔でコケ所を掘り起し、その一
方の口より本発明の発泡性(ないしは膨潤性、以下略)
物質(A)を簡単なピグコケの間にはさみ、約θ、 3
 Kg/’am2〜0. r Kg /cJのエヤー圧
力で圧送する。この発泡性物質(A)はそれ自体では発
泡しなく又空気中の水分で徐々に硬化する物質である。
As described above, the present invention does not involve digging up underground conduits, but excavates moss at intervals of about several/θθm, and from one of the openings, the foaming property (or swelling property, hereinafter omitted) of the present invention is used.
Sandwich substance (A) between simple pig moss, approximately θ, 3
Kg/'am2~0. It is pumped with an air pressure of r Kg/cJ. This foamable material (A) is a material that does not foam by itself and gradually hardens with moisture in the air.

上記発泡性物質(A)はそれ自体膨潤し体積の増大する
物質あるいは吸着性物質で例えば下記物質7〜2種を混
合したものである。
The above-mentioned foamable substance (A) is a substance that itself swells and increases in volume or an adsorbent substance, such as a mixture of 7 to 2 of the following substances.

ウレタングレボリマー、デングン粉及びデングン誘導体
、ある種の天然ガム質、バルブ粉末、米ぬか粉末、水膨
潤性物質、ゲル化性物質、ゼオライ゛ト、シリカゲル、
合成水膨潤性物質など。
Urethane grebomer, dengun powder and dengan derivatives, certain natural gums, bulb powder, rice bran powder, water-swellable substances, gelling substances, zeolites, silica gel,
Synthetic water-swellable substances, etc.

上記発泡性物質((転)には、シール性を増大する物質
として以下のある種の鱗片状物質すなわちフレーク物質
を加えるとよい。
It is advisable to add to the above-mentioned foamable material the following scaly material, that is, flake material, as a material that increases sealing properties.

ガラス質フレーク、マイカ質フレーク、木片フレーク、
バルブフレーク、塩ビフレーク、酢ビフレーク、アルミ
フレーク、あるいは薄層片の物質など。
Glass flakes, mica flakes, wood flakes,
Bulb flakes, PVC flakes, PVC flakes, aluminum flakes, or thin flakes of material.

これらフレーク状の物質を入れることはシール性を高め
ると同時にライニング時のピグの抵抗を減少させるもの
である。
The inclusion of these flaky substances improves the sealing performance and at the same time reduces the resistance of the pig during lining.

更に、上記発泡性物質(A)にはそれKより形成された
発泡膜がたれたり、底に溜ったりするのを防止するため
例えば以下のゴム弾性を有する物質を加えるとよい。
Furthermore, in order to prevent the foamed membrane formed from the foamed material (A) from sagging or from collecting on the bottom, it is preferable to add, for example, a material having rubber elasticity as shown below.

合成ゴム、天然ゴム、7’4ツクス、可塑剤、高分子物
質、塩化ビニール、酢酸ビニル共重合体、アクリル樹脂
、アクリルゴム、その他のあらゆる可撓性弾性物質など
Synthetic rubber, natural rubber, 7'4 tux, plasticizers, polymeric substances, vinyl chloride, vinyl acetate copolymers, acrylic resins, acrylic rubber, and all other flexible elastic substances.

なお、発泡性物質(A)の材料は7種類でもその効果は
充分にあることが判明し、材料の数を限定するものでは
ない。
Note that it has been found that seven types of materials for the foamable substance (A) have sufficient effects, and the number of materials is not limited.

以上のような成分を含有した発泡性物質(A)はピグで
導管内に□圧送した後排゛出する。
The foamable material (A) containing the above-mentioned components is pumped into a conduit using a pig and then discharged.

次にそれを発泡硬化するため、アミン類や水分等の物質
(B)を泡状にし同様のピグコケの間にはさんで導管内
に圧送する。上記物質(A)はこの物質(B)に接触す
ることにより急激に発泡し゛、体積が!〜io倍に増大
し、硬化し穴をシールする。このとぎ、上記圧送圧はせ
っかくできた穴のシールを破らなイヨうに300〜!O
θmmH,O程度の低圧にする。
Next, in order to foam and harden the foam, a substance (B) such as amines or water is made into a foam and is sandwiched between similar pig moss and pumped into the conduit. The above substance (A) rapidly foams when it comes into contact with this substance (B), and the volume increases! It increases ~io times and hardens to seal the hole. At this point, the above-mentioned pumping pressure should be 300~ to avoid breaking the seal of the hole! O
Make the pressure as low as θmmH,O.

例えばアミン水溶液あるいは単に水などに界面活性剤を
入れて泡立ててこれらの泡な圧送機を用いて導管内に低
圧(300〜夕oo mm)(’2 o )で送圧し一
方に排出する作業を10−/、を分継続する。これによ
り発泡性物質(A)が接触反応し7〜2分後に発泡硬化
して体積が3−10倍にふくれることにより腐蝕穴を閉
塞しシール性が完全になる。その後余分の泡状物質<B
ay O,/ Kg/am’ 以下の低圧で排出して作
業は完了する。その後発泡養生を約、?0分とる。
For example, a surfactant is added to an amine aqueous solution or simply water, foamed, and a foam pump is used to send pressure into the pipe at low pressure (300 to 30 mm) ('2 o) and discharge it to one side. Continue for 10-/ minutes. As a result, the foamable substance (A) undergoes a contact reaction, and after 7 to 2 minutes, it foams and hardens, expanding its volume by 3 to 10 times, thereby closing the corrosion hole and perfecting the sealing performance. Then excess foam <B
The work is completed by discharging at a low pressure of less than ay O,/Kg/am'. Then foam curing about ? Take 0 minutes.

このようにしてできた発泡シール材はその後耐圧0、J
−〜/ Kg/cJ  のエヤー圧力でも破断を生じな
いものである。
The foam sealing material made in this way has a pressure resistance of 0, J
-~/Kg/cJ of air pressure does not cause rupture.

最後にこれら腐蝕穴を充填シールした後にこれら導管を
長期にわたり防蝕ライニングするためにライニング剤(
K)を前記同様ピグコケの間にはさんで圧送する。この
ライニング剤(llりは一般に粘度がio万cps前後
のため、圧送圧がθ、j 〜/−OKg/am2必要で
ある。
Finally, after filling and sealing these corrosion holes, a lining agent (
K) is sandwiched between the pig moss and fed under pressure in the same manner as above. Since the viscosity of this lining agent is generally around 10,000 cps, the pumping pressure is θ,j ~/-OKg/am2.

この2イニング剤(尊は耐久性のある合成樹脂で例えば
以下の物質である。
This second inning agent is a durable synthetic resin, for example, the following substances.

エポキシ樹脂、ウレタン樹脂、アクリル樹脂、ポリエス
テル樹脂等。
Epoxy resin, urethane resin, acrylic resin, polyester resin, etc.

このように導管内面にライニング用エポキシ等なビグで
コーティングすることにより長期防蝕性を保持できるも
のである。
By coating the inner surface of the conduit with a lining agent such as epoxy, long-term corrosion resistance can be maintained.

本発明において発泡性物質(A)による穴シールが完全
でないと腐蝕穴にエポキシ樹脂等が吹き出してライニン
グはできてもシールが不可能となる。
In the present invention, if the hole is not completely sealed by the foamable material (A), the epoxy resin etc. will blow out into the corroded hole, making it impossible to seal it even if the lining is completed.

本発明は穴シールと防蝕ライニングが一体となり始めて
その効果を奏するものである。
The present invention achieves its effects only when the hole seal and the corrosion-resistant lining are integrated.

以下第1図に基づいて本発明の好適な実施例3件な詳細
に説明する。
Three preferred embodiments of the present invention will be described in detail below with reference to FIG.

実施例 / 第1図(イ)示のように直径夕θφ、長さ!θmの鋼管
/を±2中に埋設し、途中10 mmの穴3,3・・・
を!ケ所あけておき、この鋼管/の一方のログには発泡
性物質(A1)の10 Kgを2つのピグt、4の間に
充填し、そのログには(a)方向よりエヤー圧力θ、 
r Kg/am2をかけ、ピグ!、6を(1))方向に
移動させ、反対側の07より排出させる0次に0. /
Kg/am2のエヤーを1分間(a)方向より送り、そ
の内部にある少量の溶剤を揮散させる。尚、図中7は各
種物質の注入口である。
Example / As shown in Figure 1 (a), the diameter is θφ and the length is ! A steel pipe with a diameter of θm is buried in ±2, and a 10 mm hole 3, 3...
of! 10 kg of foamable material (A1) is filled between the two pigs t and 4 in one log of this steel pipe /, and air pressure θ is applied to the log from the direction (a).
Apply r Kg/am2 and pig! , 6 in the (1) direction and discharged from 07 on the opposite side. /
Kg/am2 air is sent from the direction (a) for 1 minute to volatilize a small amount of the solvent inside. Note that 7 in the figure is an injection port for various substances.

その後、第2図(ロ)示のように泡立て機10を使って
物質(AI)  &発泡硬化させる物質(B、)を泡状
にして低圧(3θθ〜r(70mmH,O圧力)でログ
より鋼管/内にまんべんなく充填し、(b)方向に排出
する。この充填は約io分間行った。その後、泡立て機
10は停止し鋼管/内の発泡養生を約3分保持した後に
0− / Kg/c m2  のエヤー圧力で物質(B
、)の残分を排出した。その直後管内の漏れな測定した
ところ、初め300 mmH20EE力でθ、!l//
秒間で漏れていたエヤーがOとなり完全に10φの穴は
発泡性物質(A、)の発泡性で閉塞したことが確認され
た。その後、第一図(ハ)示のようにログ内にエポキシ
配合物(Ex)  ’zt’つのピグ//、/2の間に
充填し、/、θKg/cm2  のエヤー圧力で鋼管/
内なライニングして後、2つのビグ//、 /:1.を
反対側のロアより排出した。その直後3θθmmH2O
の圧力で漏れを測定した結果漏れはOであった。又、3
θOmmH,O圧を2y時間保持し、次の日内面のエポ
キシ樹脂が半硬化した後に上記と同じように30θmm
馬0圧で測定したところ0であった。
Thereafter, as shown in Fig. 2 (B), the substance (AI) & the substance to be foamed and hardened (B,) are made into foam using the whisk 10, and then the log is heated at low pressure (3θθ~r (70mmH, O pressure)). Fill the steel pipe evenly and discharge in the direction (b). This filling was carried out for about io minutes. After that, the whisk 10 was stopped and the foam curing inside the steel pipe was maintained for about 3 minutes, and then 0-/Kg. The substance (B
,) was discharged. Immediately after that, I measured the leakage inside the pipe and found that it was θ at an initial force of 300 mmH20EE! l//
It was confirmed that the air that had been leaking within seconds turned to O and that the 10φ hole was completely blocked by the foaming properties of the foaming material (A). Then, as shown in Figure 1 (c), the epoxy compound (Ex) is filled between the two pigs //, /2 in the log, and the steel pipe / is heated with an air pressure of /, θKg/cm2.
After inner lining, two big //, /:1. was discharged from the lower side on the opposite side. Immediately after that 3θθmmH2O
The leakage was measured at a pressure of 0. Also, 3
θOmmH,O pressure was maintained for 2y hours, and the next day after the epoxy resin on the inner surface was semi-hardened, the pressure was increased to 30θmm in the same way as above.
It was 0 when measured at 0 pressure.

さらに確認のため管を掘り起し穴の部分に石けん水をか
けて泡による漏れを測定(肉眼)したところ漏れはOで
あった。
For further confirmation, the pipe was dug up and soapy water was poured into the hole to measure the leakage due to bubbles (with the naked eye), and the leakage was found to be 0.

なお、このとき第1図に)示のように鋼管/内には0,
7〜O1θjmmで薄く発泡性物質が塗布され、その上
に/ man程度のエポキシ樹脂(E、)がライニング
され非常に気密が良好であった。
At this time, as shown in Figure 1), there are 0,
A foamable material was applied thinly to a thickness of 7 to 01θjmm, and an epoxy resin (E,) of about 1000 yen was lined on top of it, resulting in a very good airtightness.

上記発泡剤物質(A、)の組成は以下の通りであるO 上記発泡硬化剤(B1)  の組成は以下の通りである
The composition of the foaming agent substance (A,) is as follows.O The composition of the foaming hardening agent (B1) is as follows.

上記ライニング剤(El)の組成は以iの通りである。The composition of the lining agent (El) is as follows.

実施例 コ 実施例/と同様に第1図(イ)(ロ)(ハ)に)示のダ
つのステップ(1)〜(りに従って腐蝕穴シールの実験
を行った。この時使用した発泡性物質(A、)と硬化剤
(B、)さらにライニング材(E2)は下記の組成のも
のを使用し、初期漏れ0.jl/θ、2秒が漏れ0とな
り腐蝕穴シールと内部ライニングが完全に行われ成功し
た。なお、ライニング材は(E、)を使用した。
Example Similar to Example 1, an experiment on sealing a corroded hole was conducted according to the steps (1) to (c) shown in Figure 1 (a), (b), and (c). The substance (A,), the hardening agent (B,), and the lining material (E2) have the following composition, and the initial leakage is 0.jl/θ, and the leakage becomes 0 after 2 seconds, and the corrosion hole seal and internal lining are completely sealed. It was successfully carried out.The lining material used was (E,).

実施例 3 実施例/と同様第1図(イ)、(ロ)、(ハ)、に)示
のステップ(1)〜(りの工程で作業を行った。この時
使用した発泡性物質(A3)、硬化剤(B8)最後のラ
イニング材(E3)は以下の通りであ□る。
Example 3 The work was carried out in the same way as in Example 1 through steps (1) to (ri) shown in Figure 1 (a), (b), (c), and (b). A3), curing agent (B8) and the final lining material (E3) are as follows.

初め鋼管/からの漏れは0,11/θ、7秒であったが
最後ライニングを行った直後の漏れは3θOmmH10
でθ、その後2グ時間30θmmH,Of保持しても漏
れはθで完全に腐蝕穴シールとライニングは成功した0 次に比較例を第2図につぎ説明する。
Initially, the leakage from the steel pipe was 0.11/θ for 7 seconds, but the leakage immediately after the final lining was 3θOmmH10.
After that, even after holding at 30 θmmH for 2 hours, the leakage was θ and the corrosion hole sealing and lining were successful.Next, a comparative example will be explained with reference to FIG.

比較例 / 第2図(イ)示のように!Oφの鋼管/7. jOrn
を地面/ざ下jOcmのところに埋設し、予め腐蝕穴と
想定して10φの穴/q、 /q・・・Itケ管にわざ
と開けておいて、予めこの漏れを流量計で測定したとこ
ろθ、タ110.タ秒の漏れであった。
Comparative example / As shown in Figure 2 (a)! Oφ steel pipe/7. jOrn
I buried it in the ground at a depth of JOcm, and I made a 10φ hole in the pipe, assuming it was a corrosion hole, and measured the leakage with a flow meter. θ, ta110. It was a momentary omission.

この鋼管を第2図(イ)、(ロ)、(ハ)示のようにス
テップ(1)〜(3)の工程で夫々ピグ20.2/、 
、7.2. Q?、2り。
This steel pipe is pigged 20.2 /
, 7.2. Q? , 2ri.

25す用いて発泡剤組成(Xl)、硬化剤(Y、)、ラ
イニング剤E3 により腐蝕穴シールと内部ライニング
を行った。
Corrosion hole sealing and internal lining were carried out using a blowing agent composition (Xl), a hardening agent (Y, ), and a lining agent E3 using 25 ml.

その結果穴のシールは微少の漏れが生じ失敗に終った。As a result, the hole seal failed due to a small amount of leakage.

原因は発泡組成物X1.硬化剤Y、、tl:に圧送にピ
グを使い高い圧力で圧送した為圧送圧により反応発泡し
た膜が破損した為と思われる。
The cause is foaming composition X1. This seems to be because a pig was used to pump the curing agent Y, tl: at high pressure, and the reaction foaming membrane was damaged by the pumping pressure.

比較例 コ 前記実施例と同様に第1図(イ)、(ロ)、(ハ)、に
)示のステップ(1)〜(4t)の工程でシール充填実
験を行ったが、この時発泡組成物(A)はウレタンプレ
ポリマーのみで行いかつ硬化剤(B)は水を発泡させ泡
状にしたのみで行ったが結果的にウレタンプレポリマー
の発泡膜がタレ、かつ鋼管の底部に溜り、上部の穴がシ
ール不完全であり、腐蝕穴の閉塞は失敗した。その後、
エポキシ樹脂(El)で内部をライニングしたが漏れは
変らず止まらなかった。この失敗の原因は発泡組成物に
ゴム状物質成分がないので鋼管内にタレを生じかつ発泡
硬化も水の表面での接触反応のみのため上手に発泡が行
われず、皮膜に強度が出なかったためである。
Comparative Example C: Similar to the previous example, a seal filling experiment was carried out in steps (1) to (4t) shown in Figure 1 (a), (b), (c), but at this time, foaming Composition (A) was made using only urethane prepolymer, and curing agent (B) was made only by foaming water, but as a result, the foamed film of urethane prepolymer sags and accumulates at the bottom of the steel pipe. , the upper hole was incompletely sealed, and the corrosion hole plugging failed. after that,
I lined the inside with epoxy resin (El), but the leakage did not stop. The reason for this failure was that the foaming composition did not have a rubber-like substance component, which caused sagging inside the steel pipe, and the foaming hardening was only a contact reaction on the surface of the water, so the foaming did not occur properly and the film did not have any strength. It is.

以上のように本発明によれば導管の欠損部や腐蝕穴内に
埋った発泡性物質(A)がアミンないし水等の物質(B
lと接触することにより発泡硬化してこれらを詰めるの
で、腐蝕穴の閉鎖性が向上し、これらを確実に充填シー
ルできるものである。
As described above, according to the present invention, the foamable substance (A) buried in the defective part of the conduit or the corroded hole can be replaced by a substance (B) such as amine or water.
Since it foams and hardens when it comes into contact with L and fills them, the sealability of corroded holes is improved and these can be reliably filled and sealed.

また本願の第3の発明によれば、発泡性物質(A)には
フレーク状の物質があり、それ自体薄片となっているの
でピグの圧送圧により腐蝕穴より吹き出した発泡性物質
(A)が土の中に流失するのなできる限り少なくしかつ
腐蝕穴近(でエヤーの漏出によりピグが前進するのシ妨
げることをできる限り少なくし、かつピグの圧送の管内
抵抗がフレーク物質が入っていることにより少なくなり
、簡単に低圧でピグを圧送排出できるものである。
Further, according to the third invention of the present application, the foamable material (A) has a flake-like material and is itself a thin piece, so the foamable material (A) is blown out from the corrosion hole by the pumping pressure of the pig. The leakage of flakes into the soil should be minimized, and the leakage of air near corrosion holes should be minimized to prevent the pig from moving forward. The pig can be easily pumped and discharged at low pressure.

更に本願の第グの発明によれば、発泡性物質(A)には
予めその中にゴム弾性を何する物質例えば合成ゴム、ラ
テックス、天然ゴム、塩ビ、酢ビ、アクリル樹脂、アク
リルゴム等を含有させ、これが発泡性物質(A)のタレ
を防止すると共にその発泡な助ける役目をし、そのピグ
による圧送時に腐蝕穴より吹き出す量をできる限り少な
くし、かつ、ゴム弾性により皮膜に強度を与えると共に
それが破壊しても元のように戻って破壊した穴を小さく
する。従って漏れていた流体ないしガス体の量が微少に
なる効果があるものである。
Furthermore, according to invention No. 7 of the present application, the foamable material (A) contains a substance that imparts rubber elasticity, such as synthetic rubber, latex, natural rubber, vinyl chloride, vinyl acetate, acrylic resin, acrylic rubber, etc. This serves to prevent the foamable substance (A) from sagging and to assist in its foaming, to minimize the amount blown out from the corrosion holes when it is pumped by the pig, and to provide strength to the film due to its rubber elasticity. Also, even if it is destroyed, it will return to its original state and make the hole that was destroyed smaller. Therefore, this has the effect of minimizing the amount of fluid or gas that has leaked.

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

第1図(イ)、(ロ)、(ハ)、に)は本発明の実施例
のステップを順次示す説明図、第2図(イ)、(ロ)、
(ハ)はその比較例のステップを順次示す説明図である
。 /・・・導管、コ・・・土中、3・・・腐蝕穴、!9g
・・・ピグ、A・・・発泡性(ないし膨潤性物質)物質
、B・・・発泡硬化する物質、E・・・ライニング剤。 手続補正書(自発) 1.事件の表示 昭和郭年 特 許 願第104515号2、発明の名称
 埋設導管等の欠損部内面シール防蝕方法 ノザメやジシノ4tマチヨウ 東京都八王子市狭間町1456 株式会社スリーボンド 明細書。 (1)明細書簡10頁左側末行、第12頁左側9行、第
14頁左側4行の「カージョラー」を「カーシュド」と
訂正する。 (3)同第14頁左側3行の「アデカEpVJを「アデ
カEpUJと訂正するっ
Figures 1 (a), (b), (c), and 2) are explanatory diagrams sequentially showing the steps of the embodiment of the present invention, and Figures 2 (a), (b),
(c) is an explanatory diagram sequentially showing the steps of the comparative example. /... Conduit, Ko... In the soil, 3... Corrosion hole,! 9g
... Pig, A... Foaming (or swelling substance) substance, B... Foaming and hardening substance, E... Lining agent. Procedural amendment (voluntary) 1. Description of the incident Kaku Showa 2016 Patent Application No. 104515 2 Title of the invention Corrosion prevention method for sealing the inner surface of defective parts of buried conduits, etc. Nozameya Jishino 4t Machiyo 1456 Hazama-cho, Hachioji-shi, Tokyo Three Bond Co., Ltd. Specification. (1) In the last line on the left on page 10 of the Specification Letter, in the 9th line on the left on page 12, and in the 4th line on the left on page 14, ``Kājorah'' is corrected to ``Kāshid.'' (3) ``Adeka EpVJ is corrected to ``Adeka EpUJ'' on page 14, line 3 on the left.

Claims (4)

【特許請求の範囲】[Claims] (1)地下に埋設された欠損部や腐蝕穴等を有するガス
管、水道管、他の導管を埋設したままの状態で離間した
コケ所を掘り起し、その一方の口より発泡性(ないし膨
潤性)物質(A)を圧送ピグなとで圧送してコーティン
グし、次にこの発泡性物質(A)と反応し、発泡硬化す
る物質(B)を泡状にして300〜!00mmH20の
低圧で導管内に送風し、物質(A)と物質(B)が接触
反応して発泡硬化することによって導管の欠損部あるい
は腐蝕穴を充填シールし、次にライニング剤を導管内に
送ってその内面にライニングするようにした埋設導管等
の欠損部内面シール防蝕方法。
(1) While gas pipes, water pipes, and other conduits buried underground that have defects or corrosion holes, etc., are dug up in separated moss areas, and one of the openings is opened using foaming (or The swellable material (A) is coated by being pumped using a pumping pig, and then the foaming material (B) is reacted with the foaming material (A) to foam and harden for 300~! Air is blown into the conduit at a low pressure of 0.00 mm H20, and the substance (A) and substance (B) contact react and foam to harden, filling and sealing the defective part or corroded hole in the conduit, and then sending a lining agent into the conduit. A corrosion prevention method for sealing the inner surface of a defective part of a buried conduit, etc. by lining the inner surface of the pipe.
(2)上記発泡性(ないし膨潤性)物質(A)はウレタ
ンプレポリマー、デングン粉及びデンプン誘導体、ある
種の天然ガム質、バルブ粉末、米ぬか粉末、水膨潤性物
質、ゲル化性物質、ゼオライト、シリカゲル、合成水膨
潤性物質などの物質な7〜2種以上含有しているもので
あることを特徴とする特許請求の範囲第1項記載の埋設
導管等の欠損部内面シール防蝕方法0
(2) The above-mentioned foamable (or swelling) substances (A) include urethane prepolymers, starch powder and starch derivatives, certain natural gums, bulb powder, rice bran powder, water-swellable substances, gelling substances, and zeolites. , silica gel, synthetic water-swellable substances, and the like.
(3)上記発泡性物質(A)はガラス質フレーク、マイ
カ質フレーク、木片フレーク、パルプフレーク、塩ビフ
レーク、酢ビフレーク、アルミフレーク、あるいは薄層
片の物質などを含有することを特徴とする特許請求の範
囲第1項記載の埋設導管等の欠損部内面シール防蝕方法
(3) A patent characterized in that the above-mentioned foamable substance (A) contains glass flakes, mica flakes, wood flakes, pulp flakes, PVC flakes, PVC flakes, aluminum flakes, or thin film flakes. A corrosion-preventing method for sealing the inner surface of a defective part of a buried conduit, etc., according to claim 1.
(4) 上記発泡性物質(A)は合成ゴム、天然コ°ム
、ラテックス、可塑剤、高分子物質、塩化ビニール、酢
酸ビニル共重合体、アクリル樹脂、アクリルゴム、その
他のあらゆる可撓性弾性物質などを含むことな特長とす
る特許請求の範囲第1項記載の埋設導管等の欠損部内面
シール防蝕方法。
(4) The foamable material (A) above may be synthetic rubber, natural comb, latex, plasticizer, polymeric material, vinyl chloride, vinyl acetate copolymer, acrylic resin, acrylic rubber, or any other flexible elastic material. A corrosion-preventing method for sealing the inner surface of a defective part of a buried conduit, etc., according to claim 1, characterized in that it contains a substance or the like.
JP58104515A 1983-06-10 1983-06-10 Method for sealing and corrosion-preventing inside surface in broken part of buried conduit or the like Granted JPS59228978A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58104515A JPS59228978A (en) 1983-06-10 1983-06-10 Method for sealing and corrosion-preventing inside surface in broken part of buried conduit or the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58104515A JPS59228978A (en) 1983-06-10 1983-06-10 Method for sealing and corrosion-preventing inside surface in broken part of buried conduit or the like

Publications (2)

Publication Number Publication Date
JPS59228978A true JPS59228978A (en) 1984-12-22
JPH0331512B2 JPH0331512B2 (en) 1991-05-07

Family

ID=14382625

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58104515A Granted JPS59228978A (en) 1983-06-10 1983-06-10 Method for sealing and corrosion-preventing inside surface in broken part of buried conduit or the like

Country Status (1)

Country Link
JP (1) JPS59228978A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63218284A (en) * 1987-03-05 1988-09-12 Hakko Co Ltd Resin for lining inside of pipe
JPS63294973A (en) * 1987-01-28 1988-12-01 Three Bond Co Ltd Method for lining underground pipe and water absorptive resin composition for lining pretreatment
JPH0226677A (en) * 1988-07-15 1990-01-29 Nippon Hauzuingu Kk Formation of coating film to inner wall of water supply piping
JPH0226676A (en) * 1988-07-15 1990-01-29 Nippon Hauzuingu Kk Formation of coating film to inner wall of piping system
JP2001131468A (en) * 1999-11-09 2001-05-15 Nippon Steel Chem Co Ltd Repair coating composition and equipment repair method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63294973A (en) * 1987-01-28 1988-12-01 Three Bond Co Ltd Method for lining underground pipe and water absorptive resin composition for lining pretreatment
JPS63218284A (en) * 1987-03-05 1988-09-12 Hakko Co Ltd Resin for lining inside of pipe
JPH0226677A (en) * 1988-07-15 1990-01-29 Nippon Hauzuingu Kk Formation of coating film to inner wall of water supply piping
JPH0226676A (en) * 1988-07-15 1990-01-29 Nippon Hauzuingu Kk Formation of coating film to inner wall of piping system
JP2001131468A (en) * 1999-11-09 2001-05-15 Nippon Steel Chem Co Ltd Repair coating composition and equipment repair method
JP4610686B2 (en) * 1999-11-09 2011-01-12 日塗化学株式会社 Repair coating composition and equipment repair method

Also Published As

Publication number Publication date
JPH0331512B2 (en) 1991-05-07

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