JPS5977194A - Coating treating conduit - Google Patents

Coating treating conduit

Info

Publication number
JPS5977194A
JPS5977194A JP18610282A JP18610282A JPS5977194A JP S5977194 A JPS5977194 A JP S5977194A JP 18610282 A JP18610282 A JP 18610282A JP 18610282 A JP18610282 A JP 18610282A JP S5977194 A JPS5977194 A JP S5977194A
Authority
JP
Japan
Prior art keywords
coating
conduit
coated
thickness
layer
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
JP18610282A
Other languages
Japanese (ja)
Inventor
五十嵐 律夫
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP18610282A priority Critical patent/JPS5977194A/en
Publication of JPS5977194A publication Critical patent/JPS5977194A/en
Pending 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
    • F16L58/00Protection of pipes or pipe fittings against corrosion or incrustation
    • F16L58/02Protection of pipes or pipe fittings against corrosion or incrustation by means of internal or external coatings
    • F16L58/04Coatings characterised by the materials used

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は被覆処理金属導管に関する。詳述すればこの
発明は、下水、排水または海水を導く基体導管の内面ま
たは内面と外面に被覆層を被覆してこのような基体導管
に所望の表面特性を付方させた被覆処理導管に関する。
DETAILED DESCRIPTION OF THE INVENTION This invention relates to coated metal conduits. More specifically, the present invention relates to a coated conduit which imparts desired surface properties to the base conduit by coating the inner surface or the inner and outer surfaces of the base conduit for conducting sewage, wastewater or seawater with a coating layer.

表面特性として重要なものは一般に防食性である。An important surface property is generally corrosion resistance.

従来から知られている被覆層として防食塗料または歴青
質塗料を塗布し或いはゴムまたはプラスチックなどをラ
イニングさせるものでは、被覆作業以前に前処理として
被覆処理すべき導管すなわち基体導管の素地を厳密に調
整する必要がある。
In the conventionally known coating layer, which is coated with anticorrosion paint or bituminous paint or lined with rubber or plastic, the material of the conduit to be coated, that is, the base conduit, must be carefully treated as a pretreatment before coating. Need to adjust.

素地に汚れ、錆、レイタンスなどが存する場合には塗布
またはライニングのような被覆は回器であるから、調整
にはかなシの時間と手間が掛り従って工賃が高くなる。
If there is dirt, rust, laitance, etc. on the base material, coating or coating such as lining must be repeated, and adjustment requires considerable time and effort, resulting in high labor costs.

また僅かの不注意によって被覆層にふくれその他の劣化
が生じ時には亀裂、剥離などの欠陥が起るおそれがあり
、作業の一様性に欠ける。
Furthermore, if the coating layer is blistered or otherwise deteriorated due to slight carelessness, defects such as cracks and peeling may occur, resulting in a lack of uniformity in work.

廿た塗料の塗布による被覆では一般に厚塗りが技術的に
困難であるので、すなわち下水、排水および海水による
摩擦によって被覆層が摩耗して終には基体導管が露出す
る個所が生じるようになり、かくして防食効果が次第に
失なわれるようになる。
Since it is generally technically difficult to apply a thick coating with a thick coating, the coating layer is worn away by friction from sewage, drainage water and seawater, and eventually the base conduit is exposed in places. In this way, the anticorrosion effect gradually disappears.

特にこれら流体による腐食の激しい場所では、耐食性が
あるとされているコールタールエポキン系塗料を使用1
〜ても例えば埋設された導管が僅が4.5年で防食効果
を失なうこともある。ライニングによる被覆でも流体の
作用を受けて防食性を失なう場合があυ、流体の性質に
よっては内面にプラスチックライニングを施した導管の
表面にスト′スクラツキングを生じる場合がある。
Particularly in areas where corrosion is severe due to these fluids, use coal tar epoxy paint, which is said to be corrosion resistant1.
For example, buried pipes may lose their corrosion protection after only 4.5 years. Even coatings with linings may lose their anti-corrosion properties due to the action of fluids, and depending on the nature of the fluids, scratching may occur on the surface of conduits with plastic lining on the inside.

セメントモルタル被覆層を有する導管も知られているが
、これは摩耗に対しては比較的強いけれども被覆層が1
5喘のようにかなシ厚いので導管の重量が著しく増加し
従ってその取扱いおよび輸送が不便になる0また被覆層
の形成の際の養生の不注意によって表面に亀裂が生じ易
く従って管理費が高くなる。さらにセメントモルタル被
覆層ハ衝撃に対して抵抗がなく金属製などの導管を屈曲
させた場合に亀裂、剥離などを起す。しかもセメントモ
ルタル被覆層は酸に対する防食性が全く無くまた遊離し
たアルカリなどの流失によって防食性が低下する。
Conduits with a cement mortar coating are also known, which, although relatively resistant to wear,
5. Because it is thick like a pipe, the weight of the pipe increases significantly, making handling and transportation inconvenient. 0. Also, cracks are likely to occur on the surface due to careless curing during the formation of the coating layer, resulting in high management costs. Become. Furthermore, the cement mortar coating layer has no resistance to impact and can cause cracks and peeling when a metal conduit is bent. Furthermore, the cement mortar coating layer has no corrosion resistance against acids, and the corrosion resistance decreases due to the loss of free alkali and the like.

最近使用されるようになったポリマーコンクリート被色
層は熱膨張を起しかつ膨潤秋態で変形し易く、さらに熱
の拡散速度が小さいので温度の急変によって歪みを生じ
易い。
Polymer concrete colored layers that have recently been used undergo thermal expansion and are easily deformed during swelling, and furthermore, because the rate of heat diffusion is low, they are easily distorted by sudden changes in temperature.

このように従来の被覆処理導管は稀種の欠点を有する。Thus, conventional coated conduits have a number of drawbacks.

従ってこの発明はかかる従来の欠点を除去することをそ
の主な目的とし、下水、排水および海水に耐えさらにこ
れらに含まれるかも知れない硫酸などの薬品にも耐える
ようないわゆる重防食性を持つ被覆処理導管を提供する
ことを別の目的とする。
Therefore, the main purpose of the present invention is to eliminate such drawbacks of the prior art, and to provide a coating with so-called heavy corrosion resistance that is resistant to sewage, waste water and seawater, and also to chemicals such as sulfuric acid that may be contained in these. Another purpose is to provide a processing conduit.

この目的の達成のためこの発明によるwt挺処理導管で
は、下水、排水および海水を導く鋼管、鋳鉄管、陶磁管
、土管、ヒユーム管などの基体導管の内面KV:たは内
面と外面の双方に、無機有機セメント(すなわチ、?シ
トラント9セメントなどの無機質セメントに少量の例え
ば5%以下の可塑性高分子物質を調合したセメント、ポ
リマーセメントモルタル)咬たは有機セメント(すなわ
ち1可塑性有43質高分子物質を主な結合月としたセメ
ント、単体または複合プラスチックモルタル、レヂンモ
ルタル)からなる第1被覆材が被覆下層として被覆され
、その上に、合成高分子材料、クールエポキシ系塗料、
タールウレタン系塗料、歴青質材料およびコールタール
系材料からなる材料群に包含される拐料であるF!2被
覆材が被υ上層として被覆される。被覆下層は0.3前
から5.0闘の間の厚さを有し、被覆上層は0.001
 mmから1.0哩の間の厚さを有する。場合によって
は、被覆上層は相異なる何種類かの(通常は2種類の)
第2被υ材fr:Ir1次被覆させた多重構造(通常は
二重構造)からなる。
To achieve this objective, the wt treatment conduit according to the present invention is applied to the inner surface KV: or both the inner and outer surfaces of the base conduit, such as steel pipes, cast iron pipes, ceramic pipes, clay pipes, and humid pipes, which conduct sewage, wastewater, and seawater. , inorganic organic cement (i.e., cement made by blending a small amount of a plastic polymer substance, for example, 5% or less, with an inorganic cement such as Citrant 9 cement, polymer cement mortar) or organic cement (i.e., 1 plasticity 43 material) A first covering material consisting of cement, single or composite plastic mortar, resin mortar, which mainly binds polymeric substances is coated as a lower coating layer, and on top of that, synthetic polymeric materials, cool epoxy paint,
F! is a coating material included in the material group consisting of tar urethane paints, bituminous materials, and coal tar materials. 2 coating material is applied as the top layer. The lower coating layer has a thickness between 0.3 and 5.0 mm, and the upper coating layer has a thickness of 0.001 mm.
It has a thickness between 1.0 mm and 1.0 mm. In some cases, the overcoating layer may be of several different types (usually two types).
Second υ material fr: Consists of a multiple structure (usually a double structure) coated with Ir.

上述したようなこの発明による被覆下層は無機有機セメ
ントまたは有機セメント、からなるため基体導管の素地
との密着性が強く被栓強度が太きく、また従来のように
防食塗料または歴背質塗料を基体導管素地に直接塗布し
或いはゴムまたはプラスチックを基体導管素地に直接ラ
イニングするものではないから素地の厳密な調整は必要
でない。この被覆下層は特に鋼管、鋳麩管などにおける
錆発生反応を阻止してとれらの損耗なふぜぎ、甘だ耐酸
、耐アルカリ性であって例えば土管などの酸その他によ
る溶解を防止する。見u」シたところVζよれば被覆下
層は0.3w未満の厚さにすればその作用および破0上
層との相乗作用が不充分1でなりまたかかる作用および
相乗作用を充分に達成するには5.0咽を越える厚さは
不要である。寸だ5.0藺を越える厚さにすればM量が
過大になって導管の重量を過大にしその取扱いおよび輸
送を不便にする。
The lower coating layer according to the present invention as described above is made of inorganic organic cement or organic cement, so it has strong adhesion to the base conduit material and has a large plugging strength. Since the base conduit blank is not directly coated or directly lined with rubber or plastic, precise conditioning of the base conduit blank is not required. This coating underlayer prevents rust-generating reactions, especially in steel pipes, cast iron pipes, etc., and is resistant to wear and tear, acid, and alkali, and prevents dissolution of clay pipes by acids and other sources. According to Vζ, if the thickness of the lower coating layer is less than 0.3W, its effect and synergistic effect with the upper layer will be insufficient. It is not necessary for the thickness to exceed 5.0 mm. If the thickness exceeds 5.0 mm, the amount of M will be excessive, making the weight of the conduit excessive and making it inconvenient to handle and transport.

しかも素地に水分が付着していても妨害にならないばか
シでなく被υ下屡の硬化に役立つ。
Furthermore, even if moisture adheres to the base material, it does not cause any interference and is useful for hardening the substrate.

この発明による被覆上層は、被覆下層との密着性がよく
また従来のセメントモルタル役σ層のように成る場合に
防食性が欠除するとともない。この被覆上層はそれ自身
の作用および被覆下層との相乗作用として衝撃をふせぎ
また被覆下層の耐酸耐アルカリ効果を援ける。見出した
ところによれば被覆下層は0・001−未満の厚さにす
ればその作用および被覆下層との相乗作用が不充分にな
シ、1.0−を越える厚さにすれば材料の不駄になって
経済的に望寸しくない。
The upper coating layer according to the present invention has good adhesion to the lower coating layer, and lacks anti-corrosion properties when formed like a conventional cement mortar layer. This upper coating layer acts both by itself and in synergy with the lower coating layer to prevent impact and also supports the acid and alkali resistant effects of the lower coating layer. It has been found that if the thickness of the undercoating layer is less than 0.001 mm, its action and synergistic effect with the under layer will be insufficient, and if the thickness exceeds 1.0 mm, the material will fail. It's a waste and economically unsatisfactory.

上述したような被覆下層および被覆上層によれは、亀裂
、剥離などの欠陥が生じることはなく耐食性が次第に失
なわれることもなくさらに温度の変化による歪みのおそ
れもなくしかも導管の重量を実質上増大させないなどの
利点が相乗作用の結果として生じることが見出された。
As described above, the lower coating layer and the upper coating layer do not cause defects such as cracks or peeling, and there is no gradual loss of corrosion resistance, and there is no risk of distortion due to temperature changes, and the weight of the conduit is substantially reduced. It has been found that benefits such as non-increasing occur as a result of synergism.

この発明の被覆処理導管の実施例について図面を参照し
て説明すると、この導管は第1図に図示されるように多
くは円形の断面を有する基体導管10f、持つ。基体導
管10は鋼管、鋳鉄管、陶磁管、土管、ヒユーム管など
からなシ、下水、排水または海水を導くに使用される。
An embodiment of the coating conduit of the present invention will now be described with reference to the drawings, which has a base conduit 10f, generally having a circular cross-section, as shown in FIG. The base conduit 10 is used to conduct sewage, wastewater, or seawater from steel pipes, cast iron pipes, ceramic pipes, clay pipes, humid pipes, etc.

形状の点から見れば基体導管10は、第2図に例示され
るようKfa)真直管10 a 、 (b)ペンド10
b、(c)U形管10c1の)分岐管10dなどに分類
され、その端部11には拡げ部分、フランツ、ねじなど
のような連結手段(図示なし)が一般に形成される。基
体導管10の内面12には内面被覆13が施され、さら
に場合によっては外面14に外面被色15が施される。
In terms of shape, the base conduit 10 has the following shapes: Kfa) straight pipe 10a, (b) pend 10, as illustrated in FIG.
b, (c) U-shaped pipe 10c1) branch pipe 10d, etc., and the end 11 thereof is generally formed with a connecting means (not shown) such as an enlarged portion, a flantz, a screw, or the like. The inner surface 12 of the base conduit 10 is provided with an inner coating 13 and, optionally, the outer surface 14 is provided with an outer surface coloring 15.

内面または外面の被ff115,15は、第3図に拡大
して部分的に示すように基体導管10の内面12または
外面14を被覆する前述したような種類の第1被覆材か
らなる被覆下層16、およびこれを被覆する前述したよ
うな種類の第2破覆材からなる被謹上層17で形成され
る。被覆下層16および被覆上層17の厚さは前述した
通力である。
The inner or outer surface covering ff 115, 15 includes an undercoating layer 16 of a first coating material of the type described above that covers the inner surface 12 or the outer surface 14 of the base conduit 10, as shown partially enlarged in FIG. , and a covering layer 17 comprising a second covering material of the kind described above. The thicknesses of the lower coating layer 16 and the upper coating layer 17 are as described above.

例えば鋼製の基体導管10の内面12および外面14に
無機有機セメントすなわちポリマーセメントモルタルか
らなる被覆下N16が0.3 ttar、から5咽の間
例えばI+o+から3闘の間の厚さで被覆され、これの
上に歴青質材料、タールエポキシ系塗料または合成高分
子材料からなる被覆上層17が0.001畔から1.0
−の間例えば0.001薗から0.3 flの間の厚さ
で被覆される。場合によっては被覆上層17は相異なる
第2被覆材からなる多重構造をなし、第4図の例では被
覆上層17は被覆下層16を被覆する歴青質材料または
タールエポキシ系塗料の下位部分17aおよびこれを被
覆する合成高分子材料の上位部分17bからなる二重構
造になっている。
For example, the inner surface 12 and outer surface 14 of the base conduit 10 made of steel are coated with an inorganic organic cement, i.e., polymer cement mortar, N16 to a thickness of between 0.3 Ttar and 5 mm, for example between I+O+ and 3 mm. , and on top of this, an upper coating layer 17 made of bituminous material, tar epoxy paint, or synthetic polymer material is applied from 0.001 to 1.0
- for example, at a thickness between 0.001 fl and 0.3 fl. In some cases, the upper coating layer 17 has a multilayer structure consisting of different second coating materials, in the example of FIG. It has a double structure consisting of an upper portion 17b of synthetic polymer material covering this.

次ぎに被位相の実施例について説明すると、被覆′F層
16を形成する第1被覆材として使用される無枠1有供
セメントは無機質セメントに可塑性菌分子物質を調合し
たものであってこの高分子物質としては主に次のものが
使用される。
Next, an example of the phase coating will be described. The unframed 1-containing cement used as the first coating material forming the coating 'F layer 16 is a mixture of inorganic cement and a plastic bacterial molecular substance. The following molecular substances are mainly used:

(1)  ゴムラテックス伝えばスチレンブタジェンラ
テックス (2)熱可塑性樹脂乳濁液例えばポリアクリル酸エステ
ル系樹脂乳濁液 (3)熱硬化性樹脂乳濁液例えばエポキシ系樹脂乳濁液 (4)歴青質乳濁液例えばアスファルト乳濁液(5) 
 ゴム系および樹脂系の混合分散液(6)水溶性樹脂例
えばポリアクリル酸アミドかかる無機有機セメントの配
合組成の例をあげると次のようになる(重量比で示す)
(1) Rubber latex, styrene butadiene latex (2) Thermoplastic resin emulsion, such as polyacrylic acid ester resin emulsion (3) Thermosetting resin emulsion, such as epoxy resin emulsion (4) Bituminous emulsions such as asphalt emulsions (5)
Rubber-based and resin-based mixed dispersion (6) Water-soluble resin For example, polyacrylic acid amide An example of the composition of such an inorganic-organic cement is as follows (shown in weight ratio)
.

(例1) (例2) 彼株下層16を形成する第1被覆拐としては有機セメン
トも使用できる。これは可塑性有機性高分子物質を主な
結合利とするセメントであって、一般に、砂利、砂など
の無機質骨材を液状樹脂および樹脂の増量材としての炭
酸力ルノウムなどの微粉体と混合し硬化用触媒によって
樹脂を重合反応させることによって作られる。これに採
用される樹脂としては、号?り塩化ビニル、ポリエチレ
ン、アクリル樹脂などの熱可塑性樹脂および二チキン樹
脂、ポリエステル樹脂、フラン樹脂、フェノール樹脂、
ポリウレタン樹脂などの熱硬化性樹脂がある。このよう
な有機セメントの配合組成の例をあげると次のようにな
る(重量比)。
(Example 1) (Example 2) Organic cement can also be used as the first coating material forming the lower layer 16. This is a cement whose main binder is a plastic organic polymeric substance, and is generally made by mixing inorganic aggregates such as gravel or sand with liquid resin and fine powder such as carbonate as an extender for the resin. It is made by polymerizing resin using a curing catalyst. The resin used for this is No. Thermoplastic resins such as polyvinyl chloride, polyethylene, and acrylic resins, as well as polyester resins, furan resins, phenolic resins,
There are thermosetting resins such as polyurethane resins. An example of the composition of such an organic cement is as follows (weight ratio).

(例1) (例2) 3砂利          26 3砂            36 ( (珪砂           8 ( (増量剤として炭酸カル/つA      13( (ポリエステル樹脂           12被覆上
層17を形成する第2被覆材として合成高分子材料、タ
ールエポキ/系塗料、タールウレタン系塗料、歴青質材
料およびコールタール系材料カラなる材料群に包含され
る材料が使用されるが、その配合組成は例えば次の通シ
である(重量比)。
(Example 1) (Example 2) 3 gravel 26 3 sand 36 ((silica sand 8 Materials included in the group of materials such as tar epoxy/based paints, tar urethane based paints, bituminous materials, and coal tar based materials are used, and their compositions are, for example, as follows (weight ratio):

(何口 ) タールエポキ/系塗料 (タールピッチ            40(汐11
2) クールエボキン系塗料 (例3 )  合成高分子材料(ウレタン樹脂系)(例
4) 合成高分子材料(無4ダ剤型)被覆下層16の形
成のために第1被覆材で基体導管10の内面12または
外面14を被舟する際には、その構成成分を例えば−・
ンドミキツーによる猜拌によって均一に練シ合わせ、こ
れを約2時間である被彷可能時間以内に例えば空気噴霧
銃を用いて基体導管の内面または外面に0.3 mから
5.0酬の間の厚さで被ωし乾燥させる。この際に基体
導管の表面はごみ、浮き錆、油などを除去して置く。ま
た旧い塗膜のある場合には表面を成る程度研磨処理して
置く。上記厚さは乾燥後の厚さであシ例えば乾燥後3開
の厚さにするためには水分含有状態で例えば約6.5k
g/m2  の割合で被覆すればよい。かくして形成さ
れた被捷下層16は例えば常温で75時間以上放置する
ことによって完全に乾燥し硬化する。
(How many mouths) Tar epoxy/based paint (Tar Pitch 40 (Shio 11)
2) Cool Evoquin paint (Example 3) Synthetic polymer material (urethane resin type) (Example 4) Synthetic polymer material (4-drug-free type) To form the coating lower layer 16, the first coating material is used to coat the base conduit 10. When coating the inner surface 12 or the outer surface 14, the constituent components thereof may be, for example,
The mixture is kneaded uniformly by stirring with a domiciliary device, and then applied to the inner or outer surface of the base conduit using an air spray gun within a wandering time of about 2 hours to a depth of between 0.3 m and 5.0 m. Cover with a thick layer and let dry. At this time, remove dust, floating rust, oil, etc. from the surface of the base conduit. If there is an old paint film, polish the surface to some extent. The above thickness is the thickness after drying. For example, in order to obtain a thickness of 3 mm after drying, it is approximately 6.5 kg in a moisture-containing state.
It may be coated at a rate of g/m2. The thus formed lower layer 16 to be shrunk is completely dried and hardened by being left at room temperature for 75 hours or more, for example.

被口上層17を形成するだめの第2被へ材は使用に先立
ってその構成成分を充分に攪拌混合し、その後5時間以
内にかつ第1被覆材からなる被覆下層16が完全に乾燥
硬化したのちに、その表面上に例えば適肖な噴霧銃で直
接0・001−から1.0闘の間の厚さに塗布される。
Prior to use, the constituent components of the second covering material forming the upper covering layer 17 were sufficiently stirred and mixed, and within 5 hours thereafter, the lower covering layer 16 consisting of the first covering material was completely dried and cured. It is then applied directly onto the surface, for example with a suitable spray gun, to a thickness of between 0.001 and 1.0 mm.

その後に通常は2゜’C572時間で完全に硬化するが
、7日以上放償して硬化を確かめたのちに仕上シ被罹処
理導管を使用するようにすることが望ましい。
After that, it is usually completely cured in 2 hours at 2°C, but it is preferable to let it sit for at least 7 days and confirm the cure before using the finished treated conduit.

配合組成を例示した各種の第1被覆材によって形成した
被覆下層16(厚さ0.3順から5.0酵の間)および
同じく配合組成を例示した各種の第2被彷材によって形
成した被覆上層17(厚さ0.001鰭から1.0 +
aの間)、並びにこれらを重ね合わせた複合被覆につい
ての一般的性状および試験の結果は次の通シであった。
A coating lower layer 16 (thickness between 0.3 and 5.0 thick) formed of various first coating materials whose compositions are exemplified and a coating formed from various second covering materials whose compositions are also exemplified. Upper layer 17 (thickness 0.001 fin to 1.0 +
The general properties and test results for A) and the composite coating made by laminating these were as follows.

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

第1図はこの発明による被覆処理導管の断面の例を示す
図、第2図は第1図の被覆処理導管の各種形状を略示す
る図、第3図および第4図は第1図の被覆処理導管の被
覆形状の各側をそれぞれ示す図解図である。 図面において、10は基体導管、  12は内面、13
はその被覆、  14は外面、  15はその被覆、 
 16は被覆下層、  17は被覆上層を示す。 第1図 第4図 第2図 <d)
FIG. 1 is a diagram showing an example of a cross section of a coated conduit according to the present invention, FIG. 2 is a diagram schematically showing various shapes of the coated conduit shown in FIG. 1, and FIGS. FIG. 3 is an illustrative view showing each side of the coated shape of the coated conduit. In the drawings, 10 is the base conduit, 12 is the inner surface, and 13
is its covering, 14 is its outer surface, 15 is its covering,
Reference numeral 16 indicates a lower coating layer, and 17 indicates an upper coating layer. Figure 1 Figure 4 Figure 2 <d)

Claims (1)

【特許請求の範囲】 ■・ 下水、排水および海水を導く基体導管の内面に、
被覆下層として無機有機セメントまたは有機セメントか
らなる第1被覆材を0.3順から5.0闘の間の厚さで
被覆し、その上に被覆下層とシテ合成高分子材料、ター
ルエポキ/系塗料、タールウレタン系塗料、歴青質材料
およびコールタール系材料からなる材料群に包含される
材料である第2被覆材を0・001鼠から1.0闘の間
の厚さで被覆した被覆処理導管。 2・ 基体導管の外面も内面と同様に前記第1被覆材を
Q、3m+nから5.Otranの間の厚さで被覆した
上に前記第2被覆材を0・001mmから1・OwIR
の間の厚さで被覆した特許請求の範囲第1項に記載の被
覆処理導管。 8・ 前記被覆上層が相異なる細極類が今の曲記第2被
扮材を順次被覆させた多重構造である特許請求の範囲第
1項または第2項に記載の被覆処理導管0
[Claims] ■- On the inner surface of the base conduit that guides sewage, wastewater and seawater,
A first coating material made of inorganic organic cement or organic cement is coated as a coating lower layer to a thickness between 0.3 and 5.0 mm, and a coating lower layer, a shite synthetic polymer material, and a tar epoxy/based paint are applied thereon. , a coating treatment in which a second coating material, which is a material included in the material group consisting of tar urethane paint, bituminous material, and coal tar material, is coated with a thickness between 0.001 mm and 1.0 mm. conduit. 2. Similarly to the inner surface, the outer surface of the base conduit is coated with the first coating material from Q, 3m+n to 5. The second coating material was coated with a thickness between 0.001mm and 1.OwIR.
A coated conduit according to claim 1 coated with a thickness between. 8. The coating treatment conduit 0 according to claim 1 or 2, wherein the coating upper layer has a multilayer structure in which different fine electrodes are sequentially coated with the present second dressing material.
JP18610282A 1982-10-25 1982-10-25 Coating treating conduit Pending JPS5977194A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18610282A JPS5977194A (en) 1982-10-25 1982-10-25 Coating treating conduit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18610282A JPS5977194A (en) 1982-10-25 1982-10-25 Coating treating conduit

Publications (1)

Publication Number Publication Date
JPS5977194A true JPS5977194A (en) 1984-05-02

Family

ID=16182393

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18610282A Pending JPS5977194A (en) 1982-10-25 1982-10-25 Coating treating conduit

Country Status (1)

Country Link
JP (1) JPS5977194A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62191996U (en) * 1986-05-28 1987-12-07

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5733294A (en) * 1980-08-08 1982-02-23 Nippon Kokan Kk Steel pipe with polymer cement mortal lining on inner face

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5733294A (en) * 1980-08-08 1982-02-23 Nippon Kokan Kk Steel pipe with polymer cement mortal lining on inner face

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62191996U (en) * 1986-05-28 1987-12-07

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