JPH0765700B2 - Water lining pipe - Google Patents
Water lining pipeInfo
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 19
- 239000008399 tap water Substances 0.000 claims description 9
- 235000020679 tap water Nutrition 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 6
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 claims description 3
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 7
- 239000004576 sand Substances 0.000 description 6
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 5
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000004568 cement Substances 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 229910001018 Cast iron Inorganic materials 0.000 description 3
- 239000000292 calcium oxide Substances 0.000 description 3
- 235000012255 calcium oxide Nutrition 0.000 description 3
- 239000001569 carbon dioxide Substances 0.000 description 2
- 229910002092 carbon dioxide Inorganic materials 0.000 description 2
- 238000005056 compaction Methods 0.000 description 2
- 235000020188 drinking water Nutrition 0.000 description 2
- 239000003651 drinking water Substances 0.000 description 2
- KJFMBFZCATUALV-UHFFFAOYSA-N phenolphthalein Chemical compound C1=CC(O)=CC=C1C1(C=2C=CC(O)=CC=2)C2=CC=CC=C2C(=O)O1 KJFMBFZCATUALV-UHFFFAOYSA-N 0.000 description 2
- 230000000704 physical effect Effects 0.000 description 2
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 239000011398 Portland cement Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 229910001570 bauxite Inorganic materials 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 235000019658 bitter taste Nutrition 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- -1 calcium aluminates Chemical class 0.000 description 1
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 1
- 239000000920 calcium hydroxide Substances 0.000 description 1
- 235000011116 calcium hydroxide Nutrition 0.000 description 1
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 235000011089 carbon dioxide Nutrition 0.000 description 1
- 150000001735 carboxylic acids Chemical class 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 239000012153 distilled water Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000008235 industrial water Substances 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000007935 neutral effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 150000003460 sulfonic acids Chemical class 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- 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、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.
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.
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.
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)
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.
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)
| 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 |
-
1987
- 1987-09-24 JP JP62237382A patent/JPH0765700B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6483992A (en) | 1989-03-29 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| LAPS | Cancellation because of no payment of annual fees |