JPH0770561A - Corrosion preventive for concrete structure - Google Patents

Corrosion preventive for concrete structure

Info

Publication number
JPH0770561A
JPH0770561A JP23910993A JP23910993A JPH0770561A JP H0770561 A JPH0770561 A JP H0770561A JP 23910993 A JP23910993 A JP 23910993A JP 23910993 A JP23910993 A JP 23910993A JP H0770561 A JPH0770561 A JP H0770561A
Authority
JP
Japan
Prior art keywords
naphthoquinone
derivative
waste water
concrete structure
acid
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.)
Withdrawn
Application number
JP23910993A
Other languages
Japanese (ja)
Inventor
Koji Kusabe
光司 草部
Kazuya Nagaoka
一也 長岡
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.)
Kawasaki Kasei Chemicals Ltd
Original Assignee
Kawasaki Kasei Chemicals Ltd
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 Kawasaki Kasei Chemicals Ltd filed Critical Kawasaki Kasei Chemicals Ltd
Priority to JP23910993A priority Critical patent/JPH0770561A/en
Publication of JPH0770561A publication Critical patent/JPH0770561A/en
Withdrawn legal-status Critical Current

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  • Anti-Oxidant Or Stabilizer Compositions (AREA)
  • Building Environments (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)
  • Aftertreatments Of Artificial And Natural Stones (AREA)

Abstract

PURPOSE:To prevent markedly concrete structures such as sewers, pits, etc., from being corroded by adding a specified quinone derivative to sewage or waste water from buildings. CONSTITUTION:A quinone derivative of the formula (wherein A is =0 or-OH; X and Y are each SO3H, CO2H, NH2 or the like; and m and n are each 0-2) is added to waste water. The amount of the derivative is, for example, about 1mol per kl of waste water. Examples of the derivatives used include naphthoquinonecarboxylic acid, hydroxynaphthoquinogesulfonic acid, hyclroxynaphthoquinone, and 1,4-naphthoquinone-2-sulfonic acid and its salt are desirable. This derivative can prevent a concrete structure from being corroded by sulfate-reducing bacteria under anaerobic conditions in, e.g. sewage and is useful for preventing malodors.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート構造物の
防食剤に関するものであり、詳しくは、下水管路、ビル
ピット等の廃水と接触するコンクリート構造物の防食剤
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anticorrosive agent for a concrete structure, and more particularly to an anticorrosive agent for a concrete structure which comes into contact with wastewater such as a sewer pipe or a building pit.

【0002】[0002]

【従来の技術】下水管路、ビルピット等の排水と接触す
るコンクリート構造物の腐食は、例えば、「用水と廃
水」(Vol.31,No.5,1989,P.3 〜10) に記載されている
通り、先ず、嫌気的条件下で硫酸塩還元細菌によって硫
化水素が生成し、次に、好気的条件下で硫化水素が硫酸
に酸化され、それによってコンクリートの浸食が起こる
と考えられている。
2. Description of the Related Art Corrosion of concrete structures that come into contact with wastewater such as sewer pipelines and building pits is described, for example, in "Water and Wastewater" (Vol.31, No.5, 1989, P.3-10). As described above, it is thought that first, hydrogen sulfide is produced by sulfate-reducing bacteria under anaerobic conditions, and then hydrogen sulfide is oxidized to sulfuric acid under aerobic conditions, which causes erosion of concrete. There is.

【0003】コンクリート構造物の薬品(防食剤)注入
法による腐食対策としては、上記の報文にも記載されて
いる通り、(1)塩素や過酸化水素または過マンガン酸
カリウムによる硫化物の酸化、(2)硝酸塩による硫酸
塩還元作用の抑制、(3)鉄塩による硫化物の沈殿など
が考えられる。
As a countermeasure against corrosion by the chemical (corrosion inhibitor) injection method for concrete structures, as described in the above-mentioned report, (1) oxidation of sulfide by chlorine, hydrogen peroxide or potassium permanganate (2) Suppression of sulfate reducing action by nitrate, (3) Precipitation of sulfide by iron salt, etc. are considered.

【0004】ところで、ナフトキノン又はナフトハイド
ロキノ誘導体は、硫化水素含有ガスの脱硫剤として知ら
れており(例えば特公昭39−1015号公報)、更
に、これらの化合物を利用した脱臭剤、すなわち、メル
カプタン類、チオール類、硫化水素などに起因する悪臭
の脱臭(消臭)剤も提案されている(例えば特開昭50
−36649号公報)。
By the way, a naphthoquinone or a naphthohydroquino derivative is known as a desulfurizing agent for hydrogen sulfide-containing gas (for example, Japanese Patent Publication No. 39-1015), and further, a deodorizing agent using these compounds, that is, mercaptan. Deodorizing agents for deodorizing odors caused by compounds, thiols, hydrogen sulfide, etc. have also been proposed (for example, JP-A-50).
No. 36649).

【0005】[0005]

【発明が解決しようとする課題】本発明者等は、コンク
リート構造物の新規な防食剤を提供すべく、ガス中の硫
化水素の酸化剤として知られている上記の化合物につい
て種々検討を重ねた結果、前述の通り、嫌気的条件下で
の硫酸塩還元細菌の作用を前提として発生するコンクリ
ート構造物の腐食が上記の化合物によって著しく抑制さ
れるとの新規な知見を得た。
DISCLOSURE OF THE INVENTION The present inventors have conducted various studies on the above-mentioned compounds known as oxidizing agents for hydrogen sulfide in gas in order to provide a novel anticorrosive agent for concrete structures. As a result, as described above, the present inventors have obtained a new finding that the above compounds markedly suppress the corrosion of the concrete structure generated under the action of sulfate-reducing bacteria under anaerobic conditions.

【0006】[0006]

【課題を解決するための手段】本発明は、上記の知見に
基づき完成されたものであり、その要旨は、下記一般式
[I]で表されるキノン誘導体を有効成分とすることを
特徴とするコンクリート構造物の防食剤に存する。
The present invention has been completed based on the above findings, and its gist is that it comprises a quinone derivative represented by the following general formula [I] as an active ingredient. It exists in the anticorrosive agent for concrete structures.

【0007】[0007]

【化2】 [Chemical 2]

【0008】式中、Aは、=O又は−OHを表し、X及
びYは、−SO3 H、−COOH、−NH2 、−OH、
−X(ハロゲン原子)、−SCH2 COOH、−CH3
を表し、m及びnは、0又は1〜2の整数を表す。但
し、−SO3 Hと−COOHは塩型であってもよい。)
In the formula, A represents ═O or —OH, and X and Y are —SO 3 H, —COOH, —NH 2 , —OH,
-X (halogen atoms), - SCH 2 COOH, -CH 3
And m and n represent 0 or an integer of 1-2. However, -SO 3 H and -COOH may be a salt type. )

【0009】以下、本発明を詳細に説明する。先ず、本
発明において防食剤として使用される前記の一般式
[I]で表されるキノン誘導体について説明する。一般
式[I]は、ナフトキノン誘導体(A:=O)とナフト
ハイドロキノン誘導体(A:−OH)とを包含する。
The present invention will be described in detail below. First, the quinone derivative represented by the above general formula [I] used as an anticorrosive agent in the present invention will be described. The general formula [I] includes a naphthoquinone derivative (A: = O) and a naphthohydroquinone derivative (A: -OH).

【0010】一般式[I]で表されるキノン誘導体の具
体例としては、1,4−ナフトキノン−2−スルホン
酸、1,4−ナフトキノン−2−カルボン酸、1,4−
ナフトキノン−2,3−ジスルホン酸、1,4−ナフト
キノン−2,3−ジカルボン酸、2−メチル−1,4−
ナフトキノン−3−スルホン酸,2−ヒドロキシ−1,
4−ナフトキノン−3−スルホン酸が挙げられる。そし
て、スルホン酸基およびカルボン酸基が採り得る塩型と
しては、ナトリウム、カリウム等のアルカリ金属塩、カ
ルシウム、マグネシウム等のアルカリ土類金属塩、アン
モニウム塩などが挙げられる。
Specific examples of the quinone derivative represented by the general formula [I] include 1,4-naphthoquinone-2-sulfonic acid, 1,4-naphthoquinone-2-carboxylic acid and 1,4-
Naphthoquinone-2,3-disulfonic acid, 1,4-naphthoquinone-2,3-dicarboxylic acid, 2-methyl-1,4-
Naphthoquinone-3-sulfonic acid, 2-hydroxy-1,
4-naphthoquinone-3-sulfonic acid may be mentioned. Examples of the salt type that can take a sulfonic acid group and a carboxylic acid group include alkali metal salts such as sodium and potassium, alkaline earth metal salts such as calcium and magnesium, and ammonium salts.

【0011】また、更に他の具体例としては、2−ハイ
ドロオキシ−1,4−ナフトキノン、5−ハイドロオキ
シ−1,4−ナフトキノン、2−アミノ−1,4−ナフ
トキノン、2−アミノ−3−クロル−1,4−ナフトキ
ノン、2−ハイドロオキシ−3−クロル−1,4−ナフ
トキノン、2−アセトアミド−3−クロル−1,4−ナ
フトキノン、2−カルボキシメチルメルカプト−1,4
−ナフトキノン、6−ハイドロオキシ−2−メチル−
1,4−ナフトキノン、2−クロルアセトアミド−3−
クロル−1,4−ナフトキノン等が挙げられる。
Further, as other specific examples, 2-hydroxy-1,4-naphthoquinone, 5-hydroxy-1,4-naphthoquinone, 2-amino-1,4-naphthoquinone, 2-amino-3. -Chloro-1,4-naphthoquinone, 2-hydroxy-3-chloro-1,4-naphthoquinone, 2-acetamido-3-chloro-1,4-naphthoquinone, 2-carboxymethylmercapto-1,4
-Naphthoquinone, 6-hydroxy-2-methyl-
1,4-naphthoquinone, 2-chloroacetamide-3-
Examples include chloro-1,4-naphthoquinone.

【0012】本発明の防食剤は、上記の様なキノン誘導
体の1種または2種以上を有効成分とする。2種以上の
組み合わせは、特に制限されず、ナフトキノン誘導体と
ナフトハイドロキノン誘導体とを組み合わせて使用する
ことも出来る。そして、上記のキノン誘導体の中では、
特に、1,4−ナフトキノン−2−スルホン酸およびそ
の塩が好適である。
The anticorrosive agent of the present invention contains one or more of the above quinone derivatives as an active ingredient. The combination of two or more kinds is not particularly limited, and a naphthoquinone derivative and a naphthohydroquinone derivative can be used in combination. And among the above quinone derivatives,
Particularly, 1,4-naphthoquinone-2-sulfonic acid and its salt are preferable.

【0013】次に、本発明の防食剤の使用方法について
説明する。本発明の防食剤が適用されるコンクリート構
造物の代表的例としては、下水管路とビルピットが挙げ
られる。しかしながら、コンクリート構造物は、これら
に限定されず、廃水と接触し且つ液相および気相部分の
共存する全てのコンクリート構造物を適用対象にするこ
とが出来る。特に、廃水中に沈殿物が存在する場合や廃
水の滞留時間が比較的長い場合は、腐食現象が激しいた
め、本発明の防食剤の適用効果が大きい。
Next, a method of using the anticorrosive agent of the present invention will be described. Representative examples of concrete structures to which the anticorrosive agent of the present invention is applied include sewer lines and bill pits. However, the concrete structure is not limited to these, and can be applied to all concrete structures that come into contact with wastewater and coexist with a liquid phase and a gas phase. In particular, when a precipitate is present in the wastewater or when the residence time of the wastewater is relatively long, the corrosion phenomenon is severe, so that the anticorrosive agent of the present invention can be effectively applied.

【0014】本発明の防食剤は、易水溶性であるため、
適用されるコンクリート構造物の廃水中にそのまま添加
することが出来るが、必要に応じ、予め水に溶解して水
溶液として添加してもよい。防食剤は、連続的に添加し
てもよいが、連続的添加は非経済的であるため、通常
は、間欠的に添加される。
Since the anticorrosive agent of the present invention is easily water-soluble,
It can be added as it is to the wastewater of the concrete structure to which it is applied, but if necessary, it may be dissolved in water in advance and added as an aqueous solution. The anticorrosive may be added continuously, but since continuous addition is uneconomical, it is usually added intermittently.

【0015】上記の間欠的添加のタイミングは、腐食の
程度、すなわち、廃水の種類(例えば、沈殿物の有無、
有機物濃度等)、廃水の流れ状態(乱流の程度、滞留箇
所の存否など)、コンクリート構造物の構造(下水管路
の勾配、飛沫下水や凝縮水の発生の程度など)等によっ
て異なるため、一概に決定することは不可能である。従
って、間欠的添加のタイミングは、予備実験によって適
宜決定される。
The timing of the above-mentioned intermittent addition is the degree of corrosion, that is, the type of wastewater (for example, presence or absence of precipitate,
Organic matter concentration, etc.), the flow state of wastewater (degree of turbulence, presence or absence of retention points, etc.), the structure of concrete structures (gradient of sewer pipes, degree of generation of splashed sewage and condensed water, etc.) It is impossible to make a general decision. Therefore, the timing of intermittent addition is appropriately determined by preliminary experiments.

【0016】また、防食剤の添加量も、上記と同様の理
由から、予備実験によって適宜決定されるが、余りにも
低濃度となる様な少量の添加量では十分な防食効果が得
られないため、通常、廃水1キロリットル当たり0.0
1モル以上とされる。そして、一般的には、廃水1キロ
リットル当たり10モル以下で十分である。
Further, the amount of the anticorrosive agent added is appropriately determined by a preliminary experiment for the same reason as above, but a sufficient amount of the anticorrosive effect cannot be obtained if the amount added is too small so that the concentration becomes too low. , Usually 0.0 per 1 liter of wastewater
It is 1 mol or more. And, generally, 10 mol or less per kiloliter of waste water is sufficient.

【0017】コンクリート構造物の腐食は、前述の通
り、嫌気的条件下での硫酸塩還元細菌の作用を前提とし
て発生すると考えられている。すなわち、前述の報文
(「用水と廃水」)によれば、嫌気的条件下で硫酸塩還
元細菌によって生成した硫化水素が気相中に移行し、こ
れが管壁表面の水(飛沫下水や凝縮水)に溶解し、イオ
ウ酸化細菌によって好気的条件下で硫酸に酸化され、そ
して、この硫酸によってポルトランドセメント成分が浸
食されることによって発生すると考えられている。
As described above, it is believed that the corrosion of concrete structures occurs on the premise of the action of sulfate-reducing bacteria under anaerobic conditions. That is, according to the above-mentioned report (“Water and Wastewater”), hydrogen sulfide produced by sulfate-reducing bacteria migrates into the gas phase under anaerobic conditions, and this causes water on the pipe wall surface (spray sewage and condensation It is believed to occur by being dissolved in water), oxidized by sulfur oxidizing bacteria to sulfuric acid under aerobic conditions, and the sulfuric acid erodes Portland cement components.

【0018】ところで、本発明の防食剤は、硫化水素の
酸化剤として、脱硫、脱臭に効果がある化合物である
が、廃水中に添加して使用した場合、硫化水素の単なる
酸化作用とは明らかに異なる作用をも寄与していると推
定される。すなわち、本発明の防食剤の効果は、嫌気的
条件下での硫酸塩還元細菌の作用を抑制する作用が寄与
していると推定される。そして、本発明の防食剤は、塩
素や過酸化水素または過マンガン酸カリウムの様な過激
な薬品ではないため、また、易水溶性であるため、取り
扱い性にも優れている。
By the way, the anticorrosive agent of the present invention is a compound having an effect on desulfurization and deodorization as an oxidizing agent for hydrogen sulfide, but when it is used by adding it to waste water, it is clear that it is a simple oxidizing action of hydrogen sulfide. It is presumed that they also contribute to different actions. That is, it is presumed that the effect of the anticorrosive agent of the present invention contributes to the effect of suppressing the effect of sulfate-reducing bacteria under anaerobic conditions. Since the anticorrosive agent of the present invention is not a radical chemical such as chlorine, hydrogen peroxide or potassium permanganate, and is easily water-soluble, it is excellent in handleability.

【0019】[0019]

【実施例】以下、本発明を実施例に基づき更に詳細に説
明するが、本発明は、その要旨を超えない限り、以下の
実施例に限定されるものではない。 実施例1及び比較例1 一般生活廃水(スラッジ濃度:約5重量%、pH:6.
5)を入手し、これを2つに分けて次の試験を行った。
すなわち、内径30cm、長さ1mのコンクリート製配
管を2本結合し、ポンプを介して攪拌機付きピットを含
む循環路を形成した設備を2組準備し、各設備のピット
に収容した生活廃水をポンプにより循環させた。
The present invention will be described in more detail based on the following examples, but the invention is not intended to be limited to the following examples without departing from the gist thereof. Example 1 and Comparative Example 1 General domestic wastewater (sludge concentration: about 5% by weight, pH: 6.
5) was obtained, and this was divided into two and the following tests were conducted.
That is, two sets of equipment with an inner diameter of 30 cm and a length of 1 m, which are made of concrete, are connected to each other to form a circulation path including a pit with a stirrer through a pump. Circulated by.

【0020】実施例1としての一の設備の運転において
は、1,4−ナフトキノン−2−スルホン酸のナトリウ
ム塩を廃水1キロリットル当たり約1モル添加し、比較
例1としての他の設備の運転においては、添加を行わな
かった。連続して6ケ月運転した後、コンクリート製配
管とピットとの連結を解除してその内面の腐食状態を肉
眼で判定した結果、実施例においては腐食は全く認めら
れなかったが、比較例においては、コンクリート製配管
の連結部の界面相当付近に明らかな腐食が認められた。
In the operation of the equipment of Example 1, about 1 mol of sodium salt of 1,4-naphthoquinone-2-sulfonic acid was added per 1 kiloliter of waste water, and the equipment of the equipment of Comparative Example 1 was used. No addition was made during operation. After continuously operating for 6 months, the connection between the concrete pipe and the pit was released, and the corrosion state of the inner surface was visually determined. As a result, no corrosion was observed in the examples, but in the comparative examples. , Corrosion was clearly observed in the vicinity of the interface of the concrete pipe connection.

【0021】[0021]

【発明の効果】以上説明した本発明によれば、取り扱い
が容易で且つ卓越した効果を有するコンクリート構造物
の新規な防食剤が提供され、本発明の防食剤は、コンク
リート設備の維持管理および廃水の硫化水素による悪臭
の防止対策として極めて有用である。
According to the present invention described above, a novel anticorrosive agent for concrete structures, which is easy to handle and has an excellent effect, is provided. The anticorrosive agent of the present invention is used for maintenance of concrete equipment and waste water. It is extremely useful as a measure to prevent the malodor caused by hydrogen sulfide.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 C09K 15/28 // E04B 1/64 Z ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI technical display area C09K 15/28 // E04B 1/64 Z

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 下記一般式[I]で表されるキノン誘導
体を有効成分とすることを特徴とするコンクリート構造
物の防食剤。 【化1】 (式中、Aは、=O又は−OHを表し、X及びYは、−
SO3 H、−COOH、−NH2 、−OH、−X(ハロ
ゲン原子)、−SCH2 COOH、−CH3 を表し、m
及びnは、0又は1〜2の整数を表す。但し、−SO3
Hと−COOHは塩型であってもよい。)
1. A corrosion inhibitor for a concrete structure, which comprises a quinone derivative represented by the following general formula [I] as an active ingredient. [Chemical 1] (In the formula, A represents = O or -OH, and X and Y are -O.
Represents SO 3 H, —COOH, —NH 2 , —OH, —X (halogen atom), —SCH 2 COOH, —CH 3 , and m
And n represent 0 or an integer of 1-2. However, -SO 3
H and -COOH may be in the salt form. )
JP23910993A 1993-08-31 1993-08-31 Corrosion preventive for concrete structure Withdrawn JPH0770561A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23910993A JPH0770561A (en) 1993-08-31 1993-08-31 Corrosion preventive for concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23910993A JPH0770561A (en) 1993-08-31 1993-08-31 Corrosion preventive for concrete structure

Publications (1)

Publication Number Publication Date
JPH0770561A true JPH0770561A (en) 1995-03-14

Family

ID=17039940

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23910993A Withdrawn JPH0770561A (en) 1993-08-31 1993-08-31 Corrosion preventive for concrete structure

Country Status (1)

Country Link
JP (1) JPH0770561A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6159281A (en) * 1996-02-13 2000-12-12 Toyo Ink Manufacturing Co., Ltd. Deterioration preventive for concrete or mortar and method for preventing deterioration of concrete or mortar

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6159281A (en) * 1996-02-13 2000-12-12 Toyo Ink Manufacturing Co., Ltd. Deterioration preventive for concrete or mortar and method for preventing deterioration of concrete or mortar

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