JPS63296874A - Method for lining inner surface of pipe - Google Patents

Method for lining inner surface of pipe

Info

Publication number
JPS63296874A
JPS63296874A JP13647087A JP13647087A JPS63296874A JP S63296874 A JPS63296874 A JP S63296874A JP 13647087 A JP13647087 A JP 13647087A JP 13647087 A JP13647087 A JP 13647087A JP S63296874 A JPS63296874 A JP S63296874A
Authority
JP
Japan
Prior art keywords
mortar
pipe
lining
component
less
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
JP13647087A
Other languages
Japanese (ja)
Other versions
JPH0738968B2 (en
Inventor
Toshihiro Kubo
俊裕 久保
Hiroshi Kitsukawa
橘川 寛
Toshiro Fujii
藤井 敏郎
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP13647087A priority Critical patent/JPH0738968B2/en
Publication of JPS63296874A publication Critical patent/JPS63296874A/en
Publication of JPH0738968B2 publication Critical patent/JPH0738968B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Application Of Or Painting With Fluid Materials (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Abstract

PURPOSE:To adjust the alkali elution amount at the time of the initial passage of water to a reference value or less, by forming a layer composed of motar prepared by kneading cement containing a specific amount of a Na2O+K2O component, sand and tap water by a centrifugal method to the inner surface of a pipe and, after curing, polishing the cured layer in a wet state. CONSTITUTION:Cement containing 0.2% or less of an R2O-component (Na2O+K2 O) and sand containing 6% or less of an R2O-component (NaO+K2O) are kneaded with tap water to prepare mortar. This mortar is used to form a mortar layer to the inner surface of a pipe by a centrifugal method and, after the mortar is cured, the surface of the mortar layer is polished in a wet state to apply lining to the inner surface of the pipe. It is also pref. to adapt the aforementioned lining method to a pipe having an inner surface to which the lining of mortar is applied according to a usual method. Further, the number of rotations of the pipe due to the centrifugal method is pref. GNO 20 or more.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は管内面ライニング方法に関する。[Detailed description of the invention] [Industrial application field] The present invention relates to a method for lining the inner surface of a tube.

〔従来の技(ホテ〕[Traditional technique (hote)]

水道管など」二本用鋳鉄管内面には、管自体に防蝕性を
付与すること、及び発錆等による水質への影響を無くず
二つの観点より防蝕ライニングが施されるのが、普通で
ある。
Corrosion-resistant lining is usually applied to the inner surface of cast iron pipes for two purposes, such as water pipes, from the two viewpoints of providing corrosion resistance to the pipe itself and eliminating the effect of rust on water quality. be.

このライニング層としては鉄素地をアルカリ不動態化し
て防蝕するモルタルライニングが好適に使用されている
As this lining layer, a mortar lining in which the iron base is made alkali passivated to prevent corrosion is preferably used.

ところで、上記モルタルライニングからは、初期通水時
にアルカリ成分が溶出する問題が有り、この溶出通水の
P H上昇を押えるための通常」1記モルタルライニン
グ表面にさらにシールコート材を塗布される。
By the way, there is a problem that alkaline components are eluted from the mortar lining during the initial water flow, and in order to suppress the increase in pH of the eluted water, a seal coat material is usually further applied to the surface of the mortar lining.

〔従来技術の問題点〕[Problems with conventional technology]

しかしながら、管内を流れる水の水質が地下水のように
遊離炭酸を多く含む場合、シールコ−1・材が化学変化
を起こして剥離することが有り、このff1ll m面
よりアルカリ分溶出が生じ、通水のP H上昇の原因と
なる。
However, if the quality of the water flowing inside the pipe contains a large amount of free carbonate, such as groundwater, the Sealco-1 material may undergo chemical changes and peel off, and alkaline content may be eluted from this ff1llm surface, causing water to flow through the pipe. This causes an increase in pH.

即ち、鋳鉄管のライニングにおいてモルタルのアルカリ
性は鉄素地に必要な反面、通水初期の時点ではあるが、
通水の水質に対しては不都合となる相反性を有していた
In other words, while the alkalinity of the mortar is necessary for the iron base in lining cast iron pipes, at the initial stage of water flow,
This had an inconvenient ambivalence regarding the quality of water flowing through it.

〔発明が解決する問題点〕[Problems solved by the invention]

この発明は」上記問題点に鑑み、シールコートを施すこ
となく、しかも通水初期における水質のPH上昇も充分
に押えることの出来る管内面ライニング方法を提供する
ことを目鼠としてなされパものである。
In view of the above-mentioned problems, the present invention was made with the aim of providing a method for lining the inner surface of a pipe, which does not require the application of a seal coat and can sufficiently suppress the increase in pH of water quality at the initial stage of water flow. .

〔問題点を解決する技術〕[Technology to solve problems]

即ぢ、この発明の管内面ライニング方法はR2O成分(
N、2.20 + K2O)が0.2、%以下のセメン
トとR2O成分(同上)が6%以下の砂とを水道水で混
練して成るモルタルを遠心法により”管内面に成層し、
モルタル硬化後湿潤状態で前記表面を研磨することを特
徴とするもので□ある。
That is, the tube inner surface lining method of the present invention uses the R2O component (
A mortar made by kneading cement with N, 2.20 + K2O) of 0.2% or less and sand with R2O content (same as above) of 6% or less with tap water is layered on the inner surface of the pipe by a centrifugal method.
The method is characterized in that the surface is polished in a wet state after the mortar hardens.

〔作用〕 モルタルのア莞カリ性は主にC’a (’OH) ’2
で保たれるが、接触水へのアルカリの溶出分、即ちP 
I−1上昇の原因となる成分は、モルタルに含まれる易
溶解性のナトリウム(Na)、カリウム(K)である。
[Action] The potashity of mortar is mainly C'a ('OH) '2
However, the amount of alkali eluted into the contact water, that is, P
Components that cause an increase in I-1 are easily soluble sodium (Na) and potassium (K) contained in mortar.

また、これら原因物質は比較的軽い成分であり、従って
遠心法による管内面ライニングを行なった場合該う゛イ
ニング層の内表面に偏析しやすくなる。
Furthermore, these causative substances are relatively light components, and therefore, when lining the inner surface of a pipe by centrifugation, they tend to segregate on the inner surface of the lining layer.

従って鋳鉄管内面モルタルライニングを行なう場合、上
述したNa、にの含有成分の少、ないセメント、砂を用
い、しかもライニング層の硬化後Na、Kの偏析しゃす
いライニング層の内表面を研磨すれば、アルカリ溶出成
分が殆ど除去され、シールコート層1を特に設けること
なく、通水の初期P Hの上昇は押えられることとなる
のである。 なお、本発明においてR2O成分(N a
 20 + K 20 )が0゜2%以下のセメントと
する理由は、可及的にR2O成分の少ないセメントを使
用することを意味し、0.2%より多いセメントを用い
ると、通水初期のP H値を所定基準以下に達成するこ
とが出来ない。
Therefore, when performing mortar lining on the inner surface of a cast iron pipe, use cement or sand that does not contain a small amount of Na, as described above, and polish the inner surface of the lining layer, which is free from segregation of Na and K, after hardening of the lining layer. Most of the alkaline eluted components are removed, and the initial PH increase during water flow can be suppressed without the need for providing the seal coat layer 1. In addition, in the present invention, the R2O component (N a
20 + K 20 ) is 0°2% or less, which means using cement with as little R2O as possible. If cement is more than 0.2%, the It is not possible to achieve a PH value below a predetermined standard.

また、R2O成分が6%以下の砂を用いるのも上記と同
様の理由であり、6%より多くな、ると、 、通水初期
のPH値を所定基準以下にすることが出来なくなる。
Furthermore, the same reason as above is why sand with an R2O content of 6% or less is used, and if the R2O content is more than 6%, it becomes impossible to bring the pH value at the initial stage of water flow below a predetermined standard.

なお、本願発明において施工されるセメントモルクルラ
イニング層は、それ自身アルカリ成分の通水中への溶出
度はきわめて低いため、鋳鉄管として通常のR,O成分
のリッチなモルタルライニング層の施されたものを用い
、骸骨に本願発明の方法を施すことも出来る。
Note that the cement mortar lining layer constructed in the present invention has a very low degree of elution of alkaline components into flowing water, so it cannot be used as a cast iron pipe with a mortar lining layer rich in R and O components. The method of the present invention can also be applied to a skeleton using a material.

この場合、本願発明のライニング層によりR2O成分の
溶出が防止される。
In this case, the lining layer of the present invention prevents the R2O component from elution.

また、遠心法において、管のGNOを20以上とすれば
モルタルに充分な遠心力を作用させ、これによってRh
o(Na2O+KzO)の偏析を顕著化させることが出
来て都合が良い。
In addition, in the centrifugal method, if the GNO of the tube is set to 20 or more, sufficient centrifugal force will be applied to the mortar, which will cause Rh
It is convenient because the segregation of o(Na2O+KzO) can be made noticeable.

〔実施例〕〔Example〕

セメントとじて成分分析を行ないR2O成分として下表
の含有成分を有するアルミナセメントを選出した。
A component analysis was conducted for the cement, and an alumina cement having the components shown in the table below as the R2O component was selected.

なお、下表下欄は普通ポルトランドのものを示す。In addition, the bottom column of the table below shows those from ordinary Portland.

表  1 骨材川砂としても同様に下表含有成分のものをなお、比
較例としてNazOが3.61%、K、○が4.04%
の山砂を用いた。
Table 1 As a comparative example, NazO is 3.61%, and K and ○ are 4.04%.
Mountain sand was used.

上記セメントと砂とを1=2の割合で配合し、セメント
スラリーを得、これを直径1.00cm長さ300cm
の鋳鉄管内面に遠心成形法によりGNO40×2分の条
件で厚さ3mmのライニング層を形成し、−次養生硬化
させ、次いでライニング層表面に散水しつつサンドヘー
パにより研磨処理を施し、0.3〜0.6mm表面層を
研削した。
The above cement and sand were mixed in a ratio of 1=2 to obtain a cement slurry, which was made into 1.00 cm in diameter and 300 cm in length.
A lining layer with a thickness of 3 mm was formed on the inner surface of the cast iron pipe by the centrifugal forming method under the conditions of GNO40 x 2 minutes, followed by curing and hardening, and then a polishing treatment was performed with a Sandheper while sprinkling water on the surface of the lining layer. ~0.6 mm surface layer was ground.

しかる後、モルタルライニング層を完全に養生硬化させ
た後、管内に水道水を満水し、20’CX24時間経過
後の水中へのアルカリ分の溶出度を検査したところ、す
べてP H値は基準値である8、6以下を示した。
After that, after completely curing and hardening the mortar lining layer, the pipe was filled with tap water and the degree of elution of alkaline content into the water after 20'CX24 hours was examined, and all PH values were within the standard value. 8, 6 or less.

なお、普通ポルトランドセメント及び比較例の砂とを用
いたものにあっては、PH値が9.6と基準値を超える
値を示し、シールコートなしでは使用不能であった。
In addition, in the case of using ordinary Portland cement and the sand of the comparative example, the pH value was 9.6, which exceeded the standard value, and could not be used without a seal coat.

次に、この比較例により得たライニング管に表1.2に
示ずセメント、砂を用いさらにライニング層を設け、前
述と同様にしてライニング層を設けたところ、アルカリ
分の溶出は押えられ、使用に耐えることが判明した。
Next, a lining layer was further provided on the lining tube obtained in this comparative example using cement and sand not shown in Table 1.2, and when a lining layer was provided in the same manner as described above, the elution of alkali components was suppressed. It was found to be usable.

〔効果〕〔effect〕

この発明は以上説明したように水中に溶出しやすい成分
を含まないセメント、骨材によりライニング層を成形す
るため、初期通水時よりアルカリ溶出が基準値以下に押
えることが出来、シールコート等を施すことなく直接使
用可能となるのである。
As explained above, in this invention, the lining layer is formed from cement and aggregate that do not contain components that easily elute into water, so alkali elution can be suppressed to below the standard value from the initial water flow, and seal coat etc. It can be used directly without any further preparation.

Claims (3)

【特許請求の範囲】[Claims] (1)R_2O成分(Na_2O+K_2O)が0.2
%以下のセメントとR_2O成分(同上)が6%以下の
砂とを水道水で混練して成るモルタルを遠心法により管
内面に成層し、モルタル硬化後湿潤状態で前記表面を研
磨することを特徴とする管内面ライニング方法。
(1) R_2O component (Na_2O+K_2O) is 0.2
% or less of cement and sand with an R_2O component (same as above) of 6% or less, mixed with tap water, a mortar is layered on the inner surface of the pipe by a centrifugal method, and after the mortar hardens, the surface is polished in a wet state. A pipe inner lining method.
(2)管が予めその内面に常法によりモルタルライニン
グが施されて成る特許請求の範囲第1項記載の管内面ラ
イニング方法。
(2) A method for lining the inner surface of a tube according to claim 1, wherein the inner surface of the tube is previously provided with mortar lining by a conventional method.
(3)遠心法による管回転数がGNO、20以上である
特許請求の範囲第1項又は第2項記載の管内面ライニン
グ方法。
(3) The tube inner surface lining method according to claim 1 or 2, wherein the tube rotation speed by centrifugation is GNO, 20 or more.
JP13647087A 1987-05-29 1987-05-29 Inner surface lining method Expired - Lifetime JPH0738968B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13647087A JPH0738968B2 (en) 1987-05-29 1987-05-29 Inner surface lining method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13647087A JPH0738968B2 (en) 1987-05-29 1987-05-29 Inner surface lining method

Publications (2)

Publication Number Publication Date
JPS63296874A true JPS63296874A (en) 1988-12-02
JPH0738968B2 JPH0738968B2 (en) 1995-05-01

Family

ID=15175870

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13647087A Expired - Lifetime JPH0738968B2 (en) 1987-05-29 1987-05-29 Inner surface lining method

Country Status (1)

Country Link
JP (1) JPH0738968B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS643395A (en) * 1987-06-24 1989-01-09 Denki Kagaku Kogyo Kk Mortar lining pipe
JPS6421296A (en) * 1987-07-13 1989-01-24 Denki Kagaku Kogyo Kk Compound mortar lined pipe
JPH02175645A (en) * 1988-12-27 1990-07-06 Denki Kagaku Kogyo Kk Lining material composition
JPH02217346A (en) * 1989-02-15 1990-08-30 Denki Kagaku Kogyo Kk Lining material and production of lined pipe using same material
JPH02217342A (en) * 1989-02-15 1990-08-30 Denki Kagaku Kogyo Kk Lining material and production of lined pipe using same

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6682420B2 (en) * 2016-11-18 2020-04-15 三菱日立パワーシステムズ株式会社 Piping member, integrated gasification combined cycle generator, and piping member assembling method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS643395A (en) * 1987-06-24 1989-01-09 Denki Kagaku Kogyo Kk Mortar lining pipe
JPS6421296A (en) * 1987-07-13 1989-01-24 Denki Kagaku Kogyo Kk Compound mortar lined pipe
JPH02175645A (en) * 1988-12-27 1990-07-06 Denki Kagaku Kogyo Kk Lining material composition
JPH02217346A (en) * 1989-02-15 1990-08-30 Denki Kagaku Kogyo Kk Lining material and production of lined pipe using same material
JPH02217342A (en) * 1989-02-15 1990-08-30 Denki Kagaku Kogyo Kk Lining material and production of lined pipe using same

Also Published As

Publication number Publication date
JPH0738968B2 (en) 1995-05-01

Similar Documents

Publication Publication Date Title
JPS63296874A (en) Method for lining inner surface of pipe
Sakr et al. Effect of coatings on concrete resistance to physical salt attack
JPS5918139A (en) Manufacture of antiabrasive anticorrosive cement mortar for metal pipe
JPS6235804A (en) Manufacture of concrete
CN110482904B (en) Surface modifier, modified polymetallic mineral for preventing water and moisture of cement product and composite additive
JP7076704B2 (en) Cement composition for centrifugal molding, manufacturing method of tubular molded body
JP2726475B2 (en) Lining material and method of manufacturing lining tube using it
JP2001240456A (en) Acid proof mortar, grout and concrete, and method for working therewith
JP4180949B2 (en) Acid resistant cement composition
JPS5825568B2 (en) Lining method
JP6654273B1 (en) Method for producing concrete structure with high chemical resistance
JPS6234704B2 (en)
JP2726474B2 (en) Lining material and method for manufacturing lining pipe using the same
US2374562A (en) Treatment of hydraulic cement compositions
JPH04323005A (en) Lined pipe and manufacture thereof
JP2685242B2 (en) Mortar lining method for inner surface of metal pipe
JP2004137086A (en) Mortar-concrete
JPS5825569B2 (en) Lining method
JP4441355B2 (en) Acid resistant concrete products
JP2548199B2 (en) Mortar lining pipe
JPS643833B2 (en)
Flentje et al. Solution Effects of Water on Cement and Concrete in Pipe [with Discussion]
JPS5926963A (en) Hydraulic composition
JP2598023B2 (en) Composite mortar lining pipe
JPS61227958A (en) Joint material for tile