JP2957249B2 - Sponge for lining inner wall surface of pipe and lining method - Google Patents
Sponge for lining inner wall surface of pipe and lining methodInfo
- Publication number
- JP2957249B2 JP2957249B2 JP2249751A JP24975190A JP2957249B2 JP 2957249 B2 JP2957249 B2 JP 2957249B2 JP 2249751 A JP2249751 A JP 2249751A JP 24975190 A JP24975190 A JP 24975190A JP 2957249 B2 JP2957249 B2 JP 2957249B2
- Authority
- JP
- Japan
- Prior art keywords
- sponge
- pipe
- lining
- load
- diameter
- 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 - Fee Related
Links
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/18—Appliances for use in repairing pipes
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Pipe Accessories (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
- Coating Apparatus (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、管内に塗料などの流動性ライニング材を充
填し、その後方に弾性材質のスポンジを挿入し、後方よ
り圧縮空気を供給して樹脂を前方に移動して管路内壁面
にライニング被膜を形成する方法において、その管内壁
面のライニング用のスポンジ及びライニング方法自体の
改良に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention fills a pipe with a fluid lining material such as paint, inserts an elastic sponge behind the pipe, and supplies compressed air from the rear. The present invention relates to a method for forming a lining film on the inner wall surface of a pipe by moving resin forward, and relates to an improvement in a sponge for lining the inner wall surface of the pipe and a lining method itself.
従来、既設管路の更生工法としてパイプ内壁面のスケ
ールを除去したあとパイプ内に1個又は2個のピグを挿
入しピグの前、あるいはピグの間に塗料を充填してピグ
を空気等で圧送する方法が公知であり、ピグの構造、加
圧方法、ピグの移動回数等を工夫した多くの特許が出願
されている。Conventionally, as a rehabilitation method for existing pipelines, after removing the scale on the inner wall of the pipe, insert one or two pigs into the pipe and fill the paint before or between the pigs and fill the pig with air etc. A method of pressure feeding is known, and many patents have been filed in which the structure of the pig, the pressing method, the number of times the pig is moved, and the like are devised.
例えば、 特開昭60−172383号 特開昭61−18474号 特開昭63−69576号 特開昭63−162076号 特開昭63−31578号 特開昭63−4885号 特開昭63−31577号 特開昭63−274474号 特開昭63−59376号 特開平 1−224072号 特開昭55−44320号 特開昭52−78250号 特公昭40−25273号等である。 For example, JP-A-60-172383 JP-A-61-18474 JP-A-63-69576 JP-A-63-162076 JP-A-63-31578 JP-A-63-4885 JP-A-63-31577 JP-A-63-274474 JP-A-63-59376 JP-A-1-224072 JP-A-55-44320 JP-A-52-78250 Japanese Patent Publication No. 40-25273.
これら、従来の方法はピグの形状は球形か砲弾状で材
質は弾性を有するプラスチックゴムかゴムを用いその外
径はパイプ内径より若干小さいか或は大きくなってい
る。そして、ライニング時これらのピグの前にライニン
グ材を置いてピグを空気圧等で押して走行させるとピグ
は走行スピードによって僅かに変形し管内面との間に一
定の隙間を生じ、その隙間でライニングの厚さが決まり
ライニングを行う方法である。In these conventional methods, the shape of the pig is spherical or shell-like and the material is plastic rubber or rubber having elasticity, and the outer diameter is slightly smaller or larger than the inner diameter of the pipe. When the lining material is placed in front of these pigs during lining and the pig is pushed by air pressure etc. and run, the pig is slightly deformed by the running speed and a certain gap is created between the pig and the inner surface of the pipe, and the lining is This is a method for determining the thickness and performing lining.
また、特開昭63−270580号公報には、「レデュース管
路内壁面のライニング方法」としてピグを空気で膨張さ
せて実施する方法が記載されている。Japanese Patent Application Laid-Open No. 63-270580 describes a method of expanding a pig with air as a "lining method for an inner wall surface of a reduce pipe".
従来は、ピグの変形量を増すとそれに比例してピグの
応力が増え、応力が増えるとライニングの厚さが薄くな
り、その為極めて限定された範囲内での変形しかピグに
与えられないと考えられていた。Conventionally, when the amount of deformation of the pig is increased, the stress of the pig increases in proportion to it, and when the stress increases, the thickness of the lining becomes thin, so that the pig can only be deformed within a very limited range. Was thought.
従って、これ等の方法の最大の問題点は適用管径が1
種類に限られ、異径管に対しては各サイズごとに別々に
施工しなければならない。Therefore, the biggest problem of these methods is that the applicable pipe diameter is 1
It is limited to the type, and different diameter pipes must be separately constructed for each size.
また、前記特開昭63−270580号公報の「レデュース管
路内壁面のライニング方法」では、ピグを空気で膨らま
せることにより異径管のライニングが可能であるとして
いるが、その調整可能範囲はJISの呼び径で100A→90A
50A→40A等幅が狭く実際の配管に使用するには不向きで
ある。又ピグを適正な圧力に加圧して保持するのも困難
である。Further, in the `` Method of lining the inner wall of a reduce pipe '' of JP-A-63-270580, the lining of different diameter pipes is possible by inflating the pig with air, but the adjustable range is as follows. JIS nominal diameter 100A → 90A
It is not suitable for use in actual piping because the width of 50A → 40A is narrow. It is also difficult to pressurize and hold the pig at an appropriate pressure.
本発明は上述した従来の問題点を解決し、径が大きく
異なる異径管であっても効率よくライニングできる管内
壁面のライニング用ピグとしてのスポンジ及びライニン
グ方法を提供することを技術的課題とする。An object of the present invention is to solve the conventional problems described above and to provide a sponge and a lining method as a pig for lining a pipe inner wall surface that can efficiently line even pipes of different diameters having a large difference in diameter. .
上記のような課題を解決するため、本発明は以下の手
段をとった。In order to solve the above problems, the present invention has taken the following measures.
本発明の管内壁面のライニング用スポンジは、合成樹
脂製で連続気泡を有する弾性材料で形成され、荷重−た
わみ特性において70%たわみ時の荷重が60kg以下で、か
つ、圧縮率70%時の荷重が圧縮率10%時の荷重の6倍以
下で、寸法はその直径Dが管の最小内径d1の2倍以下
で、かつ管の最大内径をd2とすると、Dは1.1×d2以上
あり、長さが0.5D〜3Dである円柱形、または直径が1.1
×d2以上で、かつ2d1以下である球形に形成されたスポ
ンジである。The sponge for lining the inner wall surface of the pipe according to the present invention is made of an elastic material made of synthetic resin and having open cells. In the load-deflection characteristic, the load at the time of 70% deflection is 60 kg or less, and the load at the time of the compressibility is 70%. There below 6 times the load when the compression rate of 10%, measuring 2-fold following minimum inner diameter d 1 of the diameter D of the tube, and when the maximum inner diameter of the tube and d 2, D is 1.1 × d 2 or more Yes, cylindrical with a length of 0.5D-3D, or a diameter of 1.1
In × d 2 or more, and 2d 1 is a sponge formed into a spherical shape is less.
本発明の管内壁面のライニング方法は、管内に流動性
ライニング材を充填し、その後方に弾性材質のスポンジ
を挿入し、後方より圧縮空気を供給して、スポンジとと
もに流動性ライニング材を管内で走行させて流動性ライ
ニング材で管内壁面をライニングする方法であって、ス
ポンジとして前記構成のスポンジを用いる方法である。In the lining method of the inner wall surface of the pipe of the present invention, the pipe is filled with a flowable lining material, an elastic sponge is inserted behind the pipe, compressed air is supplied from the rear, and the flowable lining material travels in the pipe together with the sponge. This is a method of lining the inner wall surface of a pipe with a fluid lining material, and using a sponge having the above-described configuration as a sponge.
以下、本発明をさらに詳細に説明する。 Hereinafter, the present invention will be described in more detail.
本発明のスポンジを構成する弾性材料は前記特性の荷
重−たわみ特性を有する。ここで、使用する合成樹脂製
弾性材料としては、軟質ポリウレタンフォーム、ビニル
フォーム又はラテックスフォームを例示できるが、前記
荷重−たわみ特性を満足する限り、他の材料でよいこと
は勿論である。The elastic material constituting the sponge of the present invention has the above-described load-deflection characteristics. Here, as the synthetic resin-made elastic material to be used, a flexible polyurethane foam, a vinyl foam or a latex foam can be exemplified, but it goes without saying that other materials may be used as long as the load-deflection characteristics are satisfied.
また。スポンジの密度は10〜70kg/m3程度であると
き、本発明の効果を発揮する上で好ましい。Also. When the density of the sponge is about 10 to 70 kg / m 3, it is preferable to exhibit the effects of the present invention.
また、スポンジは荷重−たわみ特性において70%たわ
み時の荷重が60kg以下であるのがよい。荷重−たわみ特
性において70%たわみ時の荷重が60kg以下という条件を
満たすとき、このスポンジが管内に挿入された際、スポ
ンジの半径方向に生じる応力が小さい。また、圧縮率70
%時の荷重が圧縮率10%時の荷重の6倍以下であって、
この範囲で変形に伴う荷重の変化が少ない。The sponge preferably has a load at the time of 70% deflection of 60 kg or less in load-deflection characteristics. When the load at the time of 70% deflection satisfies the condition of 60 kg or less in the load-deflection characteristic, when the sponge is inserted into the pipe, the stress generated in the radial direction of the sponge is small. The compression ratio is 70
% Load is less than 6 times the load at 10% compression ratio,
Within this range, the change in load due to deformation is small.
よって、以上の条件を満たすとき、管径が変化する場
合のライニングにあたり、太い管から細い管にいたるま
で、管径に合わせて変形でき、かつ、管壁に対する応力
も管が細くなっても急激に増大しないので、管全体のラ
イニングを均一に行うことができる。Therefore, when the above conditions are satisfied, the lining when the pipe diameter changes can be deformed according to the pipe diameter from a thick pipe to a thin pipe, and the stress on the pipe wall is sharp even if the pipe becomes thin. Therefore, the entire pipe can be lined uniformly.
ここで、荷重−たわみ特性は圧縮速度50mm/min、圧縮
板200mmφ、サンプルの大きさ50mm×300mm×300mmで、A
STM D3574に準じて測定するものとする。Here, the load-deflection characteristics are as follows: compression speed 50 mm / min, compression plate 200 mmφ, sample size 50 mm x 300 mm x 300 mm, A
It shall be measured according to STM D3574.
スポンジが円柱状であるとき、その寸法はその直径D
が管の最小内径d1の2倍以下で、かつ、管の最大内径を
d2とすると、Dは1.1×d2以上あり、長さが0.5D〜3Dで
あるとよい。When the sponge is cylindrical, its dimensions are its diameter D
In There less than twice the minimum inner diameter d 1 of the tube, and the maximum inner diameter of the tube
When d 2, D is 1.1 × d 2 or more, a length may is 0.5D~3D.
スポンジが球形状であるとき、その寸法は直径が1.1
×d2以上で、かつ2d1以下であるとよい。When the sponge is spherical, its dimensions are 1.1
Xd 2 or more and 2d 1 or less.
これら寸法条件にあるとき、異径管内面のライニング
をスポンジが適度に変形しながら行うことができる。Under these dimensional conditions, the lining of the inner surface of the different diameter pipe can be performed while the sponge is appropriately deformed.
スポンジの外形が円柱状であると成形も容易となり、
安価に生産できてよい。If the outer shape of the sponge is cylindrical, molding becomes easier,
It may be cheap to produce.
スポンジとともに異径管に装入される流動性ライニン
グ材の種類も特に問題にならないが、2液混合型エポキ
シ樹脂などが好ましい。流動性ライニング材の粘度は、
5000cP〜20000cPが望ましい。ライニング処理に使用さ
れる流動性ライニング材の量は被処理管に規定の膜厚の
形成に必要な計算量の10〜40%増とするとよい。The type of the fluid lining material to be charged into the different diameter tube together with the sponge does not matter in particular, but a two-component mixed type epoxy resin is preferable. The viscosity of the fluid lining material is
5000 cP to 20000 cP is desirable. The amount of the flowable lining material used for the lining treatment is preferably increased by 10 to 40% of the calculation amount required for forming the specified film thickness on the pipe to be treated.
本発明のスポンジは合成樹脂製で連続気泡を有する弾
性材料で形成されているが、連続気泡を有することで、
内部に多量のライニング材を含むことが出来、このスポ
ンジを走行させると、いわゆるスポンジ刷毛で管内を塗
装しているのと同じ状態になり管壁に余分なライニング
材が付かない。また、エルボ部分ではスポンジが方向転
換をする際管壁に強く押しつけられるためスポンジ内に
含まれているライニング材が余分に押し出されて厚い塗
膜を形成する。Although the sponge of the present invention is formed of an elastic material made of synthetic resin and having open cells, by having open cells,
A large amount of lining material can be contained inside, and when this sponge is run, it is in the same state as the inside of the tube is painted with a so-called sponge brush, and no extra lining material is attached to the tube wall. Further, in the elbow portion, when the sponge changes direction, it is strongly pressed against the tube wall, so that the lining material contained in the sponge is excessively extruded to form a thick coating film.
そして、必要に応じ、スポンジに予めライニング材を
含浸させておいてもよい。If necessary, the sponge may be impregnated with a lining material in advance.
本発明では、単なる直管路のみならず、異径管を直列
に接続した場合、主管路から複数の分岐管路が分岐した
多岐配管などに好適に適用される。特に、多岐配管に適
用するに際し、スポンジを分岐管路端部から空気圧で押
す場合、主管路の入口を開放し他の分岐管路端部から少
量の逆流防止用空気を送ることによりスポンジを主管路
入口へ導くとよい。{第3図参照、図で1は主管、1Aは
枝管(第2図における10A〜10D)}。INDUSTRIAL APPLICABILITY The present invention is suitably applied not only to a straight pipe but also to a manifold pipe in which a plurality of branch pipes are branched from a main pipe when connecting different-diameter pipes in series. In particular, when applying the sponge to the manifold pipe by air pressure from the end of the branch pipe, open the inlet of the main pipe and send a small amount of backflow prevention air from the end of the other branch pipe to send the sponge to the main pipe. It is good to guide to the entrance. {See FIG. 3, where 1 is the main pipe and 1A is the branch pipe (10A to 10D in FIG. 2)}.
以下、本発明の実施例を説明する。 Hereinafter, embodiments of the present invention will be described.
<例1> 本発明のスポンジを構成する弾性材料の荷重−たわみ
曲線の一例を第1図に示す。この図はたて300mm×よこ3
00mm×高さ50mmの軟質ウレタンフォームに直径200φの
圧縮板を載せその上から圧縮速度50mm/minで荷重を加え
たときのたわみ量を百分率で示した図である。<Example 1> Fig. 1 shows an example of a load-deflection curve of an elastic material constituting the sponge of the present invention. This figure is 300mm x 3mm
FIG. 3 is a diagram showing the amount of deflection when a compression plate having a diameter of 200φ is placed on a soft urethane foam having a size of 00 mm × 50 mm in height and a load is applied thereon at a compression speed of 50 mm / min, as a percentage.
この図から、この弾性材料は、たわみ量10%迄はたわ
み量に比例して荷重も増えるが、10%を超えるとたわみ
量50%程度迄その荷重増加割合は非常に少なく、たわみ
量が50%を超えると70%位迄は徐々に荷重の増え方が増
加し、70%を超えると急激に荷重が増える特性を有する
ことが分かる。From this figure, it can be seen that the load of this elastic material increases in proportion to the amount of deflection up to a deflection amount of 10%, but the load increase rate is very small up to a deflection amount of about 50% when the deflection amount exceeds 10%. %, The load gradually increases up to about 70%, and when it exceeds 70%, the load rapidly increases.
本発明では、合成樹脂製で連続気泡を有する弾性材料
で形成され、荷重−たわみ特性において70%たわみ時の
荷重が60kg以下で、かつ、圧縮率70%時の荷重が圧縮率
10%時の荷重の6倍以下で、寸法はその直径Dが管の最
小内径d1の2倍以下で、かつ管の最大内径をd2とする
と、Dは1.1×d2以上あり、長さが0.5D〜3Dである円柱
形のスポンジを用いて、粘度5000〜20000cPのライニン
グ材と組み合わせ、管内にライニング材を充填し、その
後、前記スポンジを管内に挿入し、このスポンジを空気
で押して動かした。その際、スポンジの外径をD、管の
最小内径をd1、管の最大内径をd2としたとき、このDが 2d1≧D≧1.1d2 の範囲にあれば略一定のライニング厚さを示すことを発
見した。In the present invention, the load at the time of 70% deflection is 60 kg or less in the load-deflection characteristic, and the load at the time of the compression ratio of 70% is the compression ratio.
6 times the load at 10% or less, the size twice or less the minimum inside diameter d 1 the diameter D of the tube, and the maximum inner diameter of the tube and d 2, D is 1.1 × d 2 or more, the length Using a cylindrical sponge having a length of 0.5D to 3D, combining with a lining material having a viscosity of 5,000 to 20,000 cP, filling the lining material into the pipe, then inserting the sponge into the pipe, and pressing the sponge with air. Moved. At this time, when the outer diameter of the sponge is D, the minimum inner diameter of the pipe is d 1 , and the maximum inner diameter of the pipe is d 2 , if D is in the range of 2d 1 ≧ D ≧ 1.1d 2 , the lining thickness is substantially constant. Has been found to show.
このことは従来の「スポンジの径は管の内径よりも若
干大きいか小さい」という考え方と全く異なっており、
実用面では従来の考え方では1つのスポンジでは同一管
径にしか適用できなかったものが本発明の結果、上に述
べた範囲内で内径の異なる管を1つのスポンジでライニ
ングすることが可能になった。This is completely different from the conventional idea that the sponge diameter is slightly larger or smaller than the inner diameter of the tube,
From a practical point of view, in the conventional concept, a single sponge can be applied only to the same pipe diameter, but as a result of the present invention, it is possible to line pipes having different inner diameters with one sponge within the range described above. Was.
これを表示すると第1表の通りで3段階の管サイズの
変化に対し1つのスポンジで対応できることが分かる。
表中SGPとはJISで定められたガス用鋼管のことである。When this is displayed, as shown in Table 1, it can be understood that one sponge can cope with three stages of tube size changes.
In the table, SGP is a steel pipe for gas specified by JIS.
<例2> 次に、第2図に示したように、マンションの給水管に
準じて組み立てた配管に本発明を実施した。 <Example 2> Next, as shown in Fig. 2, the present invention was applied to a pipe assembled according to a water supply pipe of an apartment.
図で、給水管の主管路1は末端に分岐管路の一種であ
る管路5が設けてあり、この管路5と主管路1の他端部
2との間に、分岐管路10A、10B、10C、10Dが接続してい
るものである。In the figure, a main pipe 1 of a water supply pipe is provided at its end with a pipe 5 which is a kind of branch pipe, and between the pipe 5 and the other end 2 of the main pipe 1, a branch pipe 10A, 10B, 10C and 10D are connected.
ライニング実施の準備として、主管路1の他端部2を
量水器から外し、管路5の一端部6及び分岐管路10A〜1
0Dの端部11A〜11Dから水栓を外し、一端部6及び端部11
A〜11Dには、開口が上方に向く接続管を継ぎ足し、この
開口をエアーホースが着脱出来るように形成し、管路5
の一端部6に接続するエアーホース25には、圧力計24と
弁23を接続し、各分岐管路10A〜10Dの端部11A〜11Dに接
続するエアーホース25A〜25Dにはそれぞれ圧力計24A〜2
4Dと弁23A〜23Dを接続し、各弁23、23A〜23Dは流量計2
2、除湿器21を順次介して空気圧縮機20に接続してい
る。As preparation for lining, the other end 2 of the main line 1 is detached from the water meter, and one end 6 of the line 5 and the branch lines 10A to 1A.
Remove the faucet from the ends 11A to 11D of 0D, and remove one end 6 and end 11
In A to 11D, a connecting pipe having an opening facing upward is added, and this opening is formed so that an air hose can be attached and detached.
A pressure gauge 24 and a valve 23 are connected to an air hose 25 connected to one end 6 of the air hose 25, and a pressure gauge 24A is connected to the air hoses 25A to 25D connected to ends 11A to 11D of the branch pipes 10A to 10D. ~ 2
Connect 4D to valves 23A to 23D, and each valve 23, 23A to 23D
2. It is connected to the air compressor 20 via the dehumidifier 21 in order.
各管のサイズは主管路の2から12AまでがJISの呼び径
で25A、分岐管路5及び10A〜10DはJIS20Aで端部の水栓
につながる部分でJIS15Aの異径エルボが取り付けてあ
る。The size of each pipe is 2A to 12A of the main pipe with a nominal diameter of 25A according to JIS, and the branch pipes 5 and 10A to 10D are JIS20A with a JIS15A different diameter elbow attached to the end of the faucet.
ライニングに当たっては管路5及び10A〜10Dの端部に
取り付けた接続管より計量カップで必要量のライニング
材を注入し、密度20Kg/m3の軟質ポリウレタンフォーム
で形成された直径30mm、長さ50mmの円柱形スポンジを管
路5の端部のライニング材の注入に使用した接続管に挿
入しホース25を接続し、主管路側に向けて空気を送入
し、塗装した。Lining In injects conduit 5 and 10A~10D required amount of lining material in the measuring cup from the connection tube attached to the end of a density 20 Kg / m 3 of flexible polyurethane foam in the formed diameter 30 mm, length 50mm Was inserted into the connecting pipe used for injecting the lining material at the end of the pipe line 5, the hose 25 was connected, and air was fed toward the main pipe side to perform coating.
即ち、主管路の他端2は開放し他の分岐管路10A〜10D
には少量の逆流防止エアーを弁23A〜23Dを開いて入れ
る。次に、主管6から2までのライニング材としてこの
間の管のインチサイズと長さ(m)を掛け合わせた値に
対し、1インチ・mあたり30cc〜120cc望ましくは50cc
〜100ccのライニング材を管5の接続管に入れてからス
ポンジを挿入し、弁23をわずかに開いて空気を管5に送
るとスポンジは管内を前進し、主管路の他端2より排出
される。That is, the other end 2 of the main pipeline is opened and the other branch pipelines 10A to 10D are opened.
A small amount of backflow prevention air is supplied by opening the valves 23A to 23D. Next, as a lining material of the main pipes 6 to 2, a value obtained by multiplying the inch size and the length (m) of the pipe between them by 30 to 120 cc, preferably 50 cc, per inch-m.
When the sponge is inserted after inserting the lining material of about 100 cc into the connecting pipe of the pipe 5, and the valve 23 is slightly opened to send air to the pipe 5, the sponge advances in the pipe and is discharged from the other end 2 of the main pipe. You.
次に同様のスポンジとライニング材を分岐管路10Aの
端部11Aの接続管に挿入し他の分岐管路に逆流防止エア
ーを入れて同様の手順でスポンジを送り込み2より回収
する。この場合のライニング材の量は管10Aの端部11Aか
ら主管路5との分岐点12Aまでのライニングに必要なラ
イニング材の量を前記と同様の要領で計算して算出す
る。以下同様にして全分岐管路をスポンジを用いてライ
ニングした。Next, the same sponge and lining material are inserted into the connecting pipe at the end 11A of the branch pipe 10A, backflow preventing air is injected into the other branch pipes, and the sponge is sent in the same procedure and collected from the pipe 2. In this case, the amount of the lining material is calculated by calculating the amount of the lining material necessary for lining from the end 11A of the pipe 10A to the branch point 12A with the main pipeline 5 in the same manner as described above. Thereafter, all branch pipes were lined using a sponge in the same manner.
以上の結果、スポンジを用いない気流法だけでは、エ
ルボ部分の塗膜厚さが0.3mm以下の部分があったもの
が、スポンジを用いてライニングすることにより全エル
ボを含む全管長について厚さが0.3mm以上確保出来た。As a result, only the airflow method without using a sponge had a part where the coating thickness of the elbow part was 0.3 mm or less.However, by using a sponge, the thickness was reduced for all pipe lengths including the entire elbow. 0.3mm or more could be secured.
またスポンジの主管路開放部2への移動もきわめてス
ムーズで全く不安を感じなかった。In addition, the movement of the sponge to the main pipeline opening 2 was extremely smooth, and no anxiety was felt.
この実施例では円柱スポンジを用いたが、これは成形
が容易であるためで球形のスポンジであっても同様の効
果を期待出来る。Although a cylindrical sponge was used in this embodiment, the same effect can be expected even with a spherical sponge because it is easy to mold.
本発明は上記のような構成でなるため、径の大きさが
相当異なる異径管や多岐配管であっても効率よくライニ
ングできる。Since the present invention is configured as described above, it is possible to efficiently line even different diameter pipes and various pipes having considerably different diameters.
第1図は軟質ウレタンフォームの荷重−たわみ曲線を示
す実験グラフ図、第2図はマンションの給水管に準じて
組み立てた配管に本発明を実施した例を示す概略図、第
3図は分岐管路から主管路にスポンジを移動させる方法
を示した図である。 (P)……スポンジ、 1……主管路、 5,10A〜10D……分岐管路、 5B……ライニング材。FIG. 1 is an experimental graph showing a load-deflection curve of a flexible urethane foam, FIG. 2 is a schematic diagram showing an example in which the present invention is applied to a pipe assembled according to a water supply pipe of an apartment, and FIG. 3 is a branch pipe. It is a figure showing a method of moving a sponge from a road to a main pipeline. (P)… sponge 1… main pipe, 5,10A-10D… branch pipe, 5B… lining material.
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) B05C 7/00 - 7/08 B05D 7/22 F16L 55/26,55/16 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) B05C 7/00-7/08 B05D 7/22 F16L 55 / 26,55 / 16
Claims (4)
形成され、荷重−たわみ特性において70%たわみ時の荷
重が60kg以下で、かつ、圧縮率70%時の荷重が圧縮率10
%時の荷重の6倍以下で、寸法はその直径Dが管の最小
内径d1の2倍以下で、かつ管の最大内径をd2とすると、
Dは1.1×d2以上あり、長さが0.5D〜3Dである円柱形、
または直径が1.1×d2以上で、かつ2d1以下である球形に
形成されたものであるライニング用スポンジ。1. A load made of an elastic material having open cells made of synthetic resin and having a load-deflection characteristic in which a load at the time of 70% deflection is 60 kg or less and a load at a compression ratio of 70% is 10%.
% When 6 times in the following load, measuring 2-fold following minimum inner diameter d 1 the diameter D of the tube, and when the maximum inner diameter of the tube and d 2,
D is 1.1 × d 2 or more, a cylindrical shape having a length of 0.5D to 3D,
Alternatively, a lining sponge having a diameter of 1.1 × d 2 or more and 2d 1 or less.
タンフォーム、ビニルフォーム又はラテックスフォーム
で構成されてなる請求項1記載のライニング用スポン
ジ。2. The lining sponge according to claim 1, wherein said synthetic resin elastic material is made of a flexible polyurethane foam, vinyl foam or latex foam.
後方に弾性材質のスポンジを挿入し、後方より圧縮空気
を供給して、スポンジとともに流動性ライニング材を管
内で走行させて流動性ライニング材で管内壁面をライニ
ングする方法であって、 前記スポンジとして、合成樹脂製で連続気泡を有する弾
性材料で形成され、荷重−たわみ特性において70%たわ
み時の荷重が60kg以下で、かつ、圧縮率70%時の荷重が
圧縮率10%時の荷重の6倍以下で、寸法はその直径Dが
管の最小内径d1の2倍以下で、かつ管の最大内径をd2と
すると、Dは1.1×d2以上あり、長さが0.5D〜3Dである
円柱形、または直径が1.1×d2以上で、かつ2d1以下であ
る球形に形成されたスポンジを用いる管内壁面のライニ
ング方法。3. A fluid lining material is filled in a pipe, a sponge made of an elastic material is inserted behind the pipe, compressed air is supplied from the rear, and the fluid lining material is caused to travel in the pipe together with the sponge to make the fluid lining. A method of lining the inner wall surface of a pipe with a material, wherein the sponge is made of an elastic material made of synthetic resin and having open cells, and has a load-deflection characteristic in which a load at the time of 70% deflection is 60 kg or less, and a compressibility. in load at 70% or less 6 times the load at 10% compression rate, dimensions when the diameter D is less than 2 times the minimum inside diameter d 1 of the tube, and the maximum inner diameter of the tube and d 2, D is 1.1 There × d 2 or more, cylindrical length is 0.5D~3D, or a diameter of 1.1 × d 2 or more, and the lining method of pipe wall using a sponge formed into a spherical shape is 2d 1 or less.
配管に適用され、スポンジを分岐管路端部から空気圧で
押す場合、主管路の入口を開放し他の分岐管路端部から
は少量の逆流防止用空気を送ることによりスポンジを主
管路入口へ導く請求項3記載のライニング方法。4. When the sponge is applied by pneumatic pressure from an end of a branch line, the inlet of the main line is opened, and the sponge is applied to a manifold pipe in which a plurality of branch lines branch from the main line. 4. A lining method according to claim 3, wherein the sponge is guided to the main pipeline inlet by sending a small amount of backflow preventing air.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2249751A JP2957249B2 (en) | 1990-09-19 | 1990-09-19 | Sponge for lining inner wall surface of pipe and lining method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2249751A JP2957249B2 (en) | 1990-09-19 | 1990-09-19 | Sponge for lining inner wall surface of pipe and lining method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH04131158A JPH04131158A (en) | 1992-05-01 |
JP2957249B2 true JP2957249B2 (en) | 1999-10-04 |
Family
ID=17197682
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2249751A Expired - Fee Related JP2957249B2 (en) | 1990-09-19 | 1990-09-19 | Sponge for lining inner wall surface of pipe and lining method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2957249B2 (en) |
-
1990
- 1990-09-19 JP JP2249751A patent/JP2957249B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH04131158A (en) | 1992-05-01 |
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