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JPH0765700B2 - Water lining pipe - Google Patents
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JPH0765700B2 - Water lining pipe - Google Patents

Water lining pipe

Info

Publication number
JPH0765700B2
JPH0765700B2 JP62237382A JP23738287A JPH0765700B2 JP H0765700 B2 JPH0765700 B2 JP H0765700B2 JP 62237382 A JP62237382 A JP 62237382A JP 23738287 A JP23738287 A JP 23738287A JP H0765700 B2 JPH0765700 B2 JP H0765700B2
Authority
JP
Japan
Prior art keywords
water
lining
pipe
lining pipe
mortar
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
Application number
JP62237382A
Other languages
Japanese (ja)
Other versions
JPS6483992A (en
Inventor
幸男 笹川
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.)
Denka Co Ltd
Original Assignee
Denki Kagaku Kogyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Denki Kagaku Kogyo KK filed Critical Denki Kagaku Kogyo KK
Priority to JP62237382A priority Critical patent/JPH0765700B2/en
Publication of JPS6483992A publication Critical patent/JPS6483992A/en
Publication of JPH0765700B2 publication Critical patent/JPH0765700B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

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  • Aftertreatments Of Artificial And Natural Stones (AREA)
  • Rigid Pipes And Flexible Pipes (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は水道用に供給される鋼管・鋳鉄管などのセメン
トモルタルライニング管に関し、詳しくは水道水のpH上
昇を抑制することを目的とする水道用ライニング管に関
する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial application] The present invention relates to a cement mortar lining pipe such as a steel pipe and a cast iron pipe supplied for water supply, and more specifically, an object thereof is to suppress the pH rise of tap water. Regarding water lining pipes.

〔従来の技術及びその問題点〕[Conventional technology and its problems]

従来、この種のライニング管としては、普通ポルトラン
ドセメントや膨張セメントを結合材として、鋼管・鋳鉄
管に遠心ライニング後、蒸気養生したものが用いられて
いた。しかし水道の様に飲料水や工業用水等の生活用水
を流す場合において、セメントモルタル中のアルカリが
溶出し、水道水のpHが上昇するという問題があつた。こ
の対策としてアルミナセメントモルタルを使用するとあ
る程度pH上昇を抑制できるが十分満足のいくものではな
かつた。
Conventionally, as this type of lining pipe, a steel pipe / cast iron pipe, which has been subjected to centrifugal lining and then steam-cured, has been used in which ordinary Portland cement or expansion cement is used as a binder. However, when running domestic water such as drinking water or industrial water like tap water, there was a problem that the alkali in the cement mortar was eluted and the pH of tap water increased. If alumina cement mortar is used as a countermeasure against this, the pH rise can be suppressed to some extent, but it has not been sufficiently satisfactory.

本発明者は前述の欠点を解消すべく種々検討した結果、
アルミナセメントモルタルを鋼管・鋳鉄管にライニング
した後、ライニング層の水道水との接触面が炭酸化して
いる水道用ライニング管を用いれば良いとの知見を得、
本発明を完成するに至つた。
As a result of various studies by the present inventor to eliminate the above-mentioned drawbacks,
After lining the alumina cement mortar to the steel pipe and cast iron pipe, we obtained the finding that it is sufficient to use a water supply lining pipe in which the contact surface of the lining layer with tap water is carbonated,
The present invention has been completed.

〔問題点を解決するための手段〕[Means for solving problems]

即ち、本発明はカルシウムアルミネートを主成分とする
セメントモルタルのライニング層の水道水との接触面に
炭酸化層を有していることを特徴とする水道用ライニン
グ管である。
That is, the present invention is a lining pipe for water supply, which has a carbonation layer on the contact surface of the lining layer of cement mortar containing calcium aluminate as a main component with tap water.

以下本発明の内容を詳しく説明する。The details of the present invention will be described below.

本発明に使用するカルシウムアルミネートを主成分とす
るセメントとは、CaOをC,Al2O3をAとするとCA,CA2,C3
A及びC12A7等と示されるカルシウムアルミネートのう
ち、少なくとも1種を主成分とする水硬性物質であり、
通常アルミナセメントが使用される。
The cement containing calcium aluminate as the main component used in the present invention means CA, CA 2 , C 3 where CaO is C and Al 2 O 3 is A.
A and C 12 A 7 and the like, which is a hydraulic substance containing at least one of the calcium aluminates as a main component,
Alumina cement is usually used.

アルミナセメント(以下ACという)はボーキサイトやバ
イヤーアルミナ等のアルミナ源と生石灰や石灰石等のカ
ルシア源を用いて、焼成法及び/又は電融法によつて合
成したクリンカーをチユーブミル、振動ミル及びローラ
ーミル等の粉砕機で粉砕したものである。
Alumina cement (hereinafter referred to as AC) is a tube mill, vibration mill, and roller mill that uses clinker synthesized by a firing method and / or an electrofusion method using an alumina source such as bauxite or Bayer alumina and a calcia source such as quicklime or limestone. It is crushed with a crusher such as.

ACモルタルに使用する砂は、海砂、山砂、及び河川砂等
が使用できる。又ACモルタルには必要に応じて石膏、消
石灰等の混和材やカルボン酸類、スルホン酸類等の凝結
遅延剤を使用しても良い。
The sand used for AC mortar can be sea sand, mountain sand, river sand, etc. If necessary, admixtures such as gypsum and slaked lime, and set retarders such as carboxylic acids and sulfonic acids may be used in AC mortar.

ライニングは遠心成形によつて行い、ACモルタル中の骨
材分離が起こらない程度の遠心力で行うのが良い。
The lining is performed by centrifugal molding, and it is preferable that the lining is performed with a centrifugal force that does not cause aggregate separation in AC mortar.

ライニング後、ライニング層の水道水との接触面(以下
単に接触面という)に炭酸化層を設けるには、炭酸ガス
存在下で長期間放置するか、ドライアイス等を溶かした
炭酸水を接触面にスプレーすると良く、炭酸化の方法は
特に限定されるものではない。
After lining, to provide a carbonized layer on the contact surface of the lining layer with tap water (hereinafter referred to simply as the contact surface), leave it in the presence of carbon dioxide gas for a long time or use carbonated water with dry ice etc. The method of carbonation is not particularly limited.

炭酸化層の厚みは0.1〜2mmが好ましく、0.2〜1mmがより
好ましい。炭酸化層が2mmを越えると流水により剥離を
生じ易く、又、0.1mm未満では、pH上昇が十分抑制でき
ない為好ましくない。尚、本発明でいう炭酸化層の厚み
はライニング管の切断面にフエノールフタレインを塗布
し、中性(pH=7)を示す所までの接触面からの厚みで
ある。
The thickness of the carbonation layer is preferably 0.1 to 2 mm, more preferably 0.2 to 1 mm. When the carbonation layer exceeds 2 mm, peeling is likely to occur due to running water, and when it is less than 0.1 mm, the pH increase cannot be sufficiently suppressed, which is not preferable. The thickness of the carbonation layer in the present invention is the thickness from the contact surface up to where neutral (pH = 7) is exhibited by coating the cut surface of the lining tube with phenolphthalein.

〔実施例〕〔Example〕

次に本発明を実施例にて更に説明する。 Next, the present invention will be further described with reference to Examples.

実施例1 AC(アルミナセメント2号:電気化学工業製)100重量
部、砂(河川砂2.5mm下)200重量部及び水50重量部をモ
ルタルミキサーで混練りしてACモルタルを調合した。
Example 1 100 parts by weight of AC (alumina cement No. 2: manufactured by Denki Kagaku Kogyo), 200 parts by weight of sand (2.5 mm below river sand) and 50 parts by weight of water were kneaded with a mortar mixer to prepare AC mortar.

このACモルタルを内径100mm、長さ500mm、厚さ5mmの鋼
管に200rpmで回転しながら、厚み5mmまで投入し、表面
を均した後、鋼管の回転を上げ800rpmで高速締固めを2
分間行つた。その後、回転を止めライニング表面の水切
りを行い、更にレイタンス部分をブラシで除去し、再度
高速締固めを行つた後、45℃/4Hrの蒸気養生を行い、AC
モルタルライニング管を作製した。
While rotating this AC mortar into a steel pipe with an inner diameter of 100 mm, a length of 500 mm and a thickness of 5 mm at 200 rpm while throwing it up to a thickness of 5 mm and smoothing the surface, the rotation of the steel pipe is increased and high speed compaction at 800 rpm is performed.
I went for a minute. After that, stop the rotation, drain the lining surface, remove the leitance part with a brush, perform high-speed compaction again, and then perform steam curing at 45 ° C / 4Hr, AC
A mortar lining tube was made.

更にこのライニング管を炭酸ガス中に放置し、所定厚み
の炭酸化層を持つたライニング管を作製し、材令7日の
物性を測定した。その結果を表−1に示す。
Further, this lining pipe was left in carbon dioxide gas to prepare a lining pipe having a carbonation layer of a predetermined thickness, and the physical properties of the material on the 7th day of age were measured. The results are shown in Table-1.

尚物性の測定は次の方法で行つた。The physical properties were measured by the following methods.

(1)pH:材令7日目に管を水洗しスケールを除去して
から、6m/secの流水中に1時間浸した後、水切りして管
の中に蒸留水を24時間満たしpHの変動を測定した。
(1) pH: After washing the pipe with water on the 7th day to remove the scale, soak it in running water of 6 m / sec for 1 hour, drain it, and fill it with distilled water for 24 hours. The variation was measured.

(2)剥離:材令7日目に管を水洗しスケールを除去し
てから、20m/secの流水中に24時間浸した後の剥離を目
視にて観察した。
(2) Peeling: On the 7th day of age, the pipe was washed with water to remove the scale, and the peeling after immersing in running water of 20 m / sec for 24 hours was visually observed.

表−1に示す通り本発明の水道用ライニング管を用いる
と水道水のpH上昇を十分抑制でき流水による剥離も無
い。
As shown in Table 1, when the water supply lining pipe of the present invention is used, a rise in pH of tap water can be sufficiently suppressed and peeling due to running water does not occur.

〔発明の効果〕〔The invention's effect〕

本発明の水道用ライニング管を用いると水道水のpH上昇
を抑制でき特に上水道管に使用した際苦味のない飲料水
を供給できる。
By using the lining pipe for water supply of the present invention, it is possible to suppress an increase in pH of tap water, and it is possible to supply drinking water having no bitterness especially when used for a water supply pipe.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】カルシウムアルミネートを主成分とするセ
メントモルタルのライニング層の水道水との接触面に炭
酸化層を有していることを特徴とする水道用ライニング
管。
1. A lining pipe for water supply, which has a carbonation layer on the contact surface of the lining layer of cement mortar containing calcium aluminate as a main component with tap water.
JP62237382A 1987-09-24 1987-09-24 Water lining pipe Expired - Fee Related JPH0765700B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62237382A JPH0765700B2 (en) 1987-09-24 1987-09-24 Water lining pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62237382A JPH0765700B2 (en) 1987-09-24 1987-09-24 Water lining pipe

Publications (2)

Publication Number Publication Date
JPS6483992A JPS6483992A (en) 1989-03-29
JPH0765700B2 true JPH0765700B2 (en) 1995-07-19

Family

ID=17014560

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62237382A Expired - Fee Related JPH0765700B2 (en) 1987-09-24 1987-09-24 Water lining pipe

Country Status (1)

Country Link
JP (1) JPH0765700B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE167850T1 (en) * 1995-04-01 1998-07-15 Thyssen Guss Ag METHOD FOR TREATING THE CEMENT MORTAR LINING OF A PIPES, PARTICULARLY CARRYING DRINKING WATER

Also Published As

Publication number Publication date
JPS6483992A (en) 1989-03-29

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