JPH10236860A - Cement composition having resistance to sulfuric acid - Google Patents

Cement composition having resistance to sulfuric acid

Info

Publication number
JPH10236860A
JPH10236860A JP4604397A JP4604397A JPH10236860A JP H10236860 A JPH10236860 A JP H10236860A JP 4604397 A JP4604397 A JP 4604397A JP 4604397 A JP4604397 A JP 4604397A JP H10236860 A JPH10236860 A JP H10236860A
Authority
JP
Japan
Prior art keywords
cement
water
sulfuric acid
weight
parts
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
JP4604397A
Other languages
Japanese (ja)
Other versions
JP3580070B2 (en
Inventor
Osamu Asagami
修 浅上
Hideaki Igarashi
秀明 五十嵐
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.)
Ube Corp
Original Assignee
Ube Industries 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 Ube Industries Ltd filed Critical Ube Industries Ltd
Priority to JP4604397A priority Critical patent/JP3580070B2/en
Publication of JPH10236860A publication Critical patent/JPH10236860A/en
Application granted granted Critical
Publication of JP3580070B2 publication Critical patent/JP3580070B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/16Sulfur-containing compounds
    • C04B24/20Sulfonated aromatic compounds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/2015Sulfate resistance

Abstract

PROBLEM TO BE SOLVED: To obtain a compsn. suitable to be used for such a place where problems about corrosion by sulfate radicals are caused, and to improve resistance against acid rain by incorporating a cement and a water-soluble org. compd. having an alkali metal sulfonate as a substituent. SOLUTION: A cement such as portland cement normal cement, medium heat cement, sulfate-resistant cement, slag cement and fly ash cement by 100 pts.wt. is compounded with a water-soluble org. compd. having an alkali metal sulfonate as a substituent selected from naphthalenesulfonate, ligninsulfonate, nitrogen-contg. sulfonate, etc., by 0.5 to 4 pts.wt., preferably 1.0 to 3.5 pts.wt., more preferably 1.7 to 3.2 pts.wt. If necessary, 30 to 100 pts.wt. of calcium carbonate having 1μm to 1mm particle size with industrial purity, limestone powder, limestone aggregate or precipitated calcium carbonate prepared by the reaction of calcined limestone and carbonic acid gas is also compounded.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、下水道、温泉地等
の、硫酸根による腐食が問題になる箇所での使用に適し
た、および、耐酸性雨性が向上された耐硫酸性セメント
組成物に関する。
TECHNICAL FIELD The present invention relates to a sulfuric acid-resistant cement composition suitable for use in places where corrosion by sulfate groups is a problem, such as sewers and hot springs, and having improved acid rain resistance. About.

【0002】[0002]

【従来の技術】下水道、温泉地等の硫酸を含む環境に晒
される箇所においては従来から、硫酸または硫酸塩によ
るセメント硬化体の腐食が問題になっていたが、近年に
おける酸性雨による腐食は単に下水道、温泉地等の限定
された箇所での問題に留まらず、セメントを使用した構
造体全体の問題となっている。セメント組成物は硫酸に
接触すると、難溶性石膏を形成すると共に、ケイ酸、ア
ルミナ等が溶解して、シリカやアルミナゲルを生成す
る。硫酸のセメントに対するこの作用は、当然酸の濃度
に依存する。pHが2より大である(硫酸濃度0.1%
以下)軽度の場合には、炭酸ガス、硫酸塩または低濃度
の酸による腐食に対する場合と同様に、セメント組成物
を緻密化させることが腐食物質の内部への浸透を抑制す
る点から効果があり、高性能AE減水剤等の使用により
作業性を確保しながら水セメント比を低下させることに
より耐食性を向上させることが出来るが、重度の場合に
は対応が難しく、例えば、pHが2以下と非常に低くな
ると、セメント組成物に酸に対する抵抗性を期待するこ
とは困難であると言われている。pHが2以下(硫酸濃
度0.1%以上)における酸による劣化防止法として、
セメント組成物にポリマーを複合させたポリマーセメン
トや、セメント組成物表面を耐食性材料(例えば、エポ
キシ樹脂、不飽和ポリエステル樹脂)で被覆し、化学的
腐食性物質とセメント組成物の接触を防止する防食被覆
(ライニング)材が用いられている。しかし、ポリマー
セメントや防食被覆材は高価であるだけでなく、製造時
または施工時に特殊な工程が入るため汎用的なものでは
なく、また、耐硫酸性であることが好ましくとも、そこ
まで費用を掛けて耐硫酸性を向上させる必要のない場合
もある。
2. Description of the Related Art Corrosion of hardened cement by sulfuric acid or sulfate has been a problem in places exposed to an environment containing sulfuric acid such as sewers and hot springs. The problem is not limited to problems in limited places such as sewers and hot springs, but is a problem for the entire structure using cement. When the cement composition comes into contact with sulfuric acid, it forms sparingly soluble gypsum, and at the same time, silicic acid, alumina and the like dissolve to form silica and alumina gel. This effect of sulfuric acid on cement naturally depends on the acid concentration. pH greater than 2 (sulfuric acid concentration 0.1%
Below) In the case of mild, as in the case of corrosion by carbon dioxide, sulfate or low-concentration acid, densification of the cement composition is effective in terms of suppressing penetration of corrosive substances into the interior. Although the corrosion resistance can be improved by lowering the water-cement ratio while ensuring workability by using a high-performance AE water reducing agent, it is difficult to cope with severe cases. , It is said that it is difficult to expect the cement composition to have acid resistance. As a method for preventing deterioration by acid at a pH of 2 or less (sulfuric acid concentration of 0.1% or more),
Anti-corrosion that prevents the cement composition from coming into contact with chemically corrosive substances by coating the cement composition with a polymer in the cement composition or the surface of the cement composition with a corrosion-resistant material (for example, epoxy resin or unsaturated polyester resin). A coating (lining) material is used. However, polymer cements and anticorrosive coatings are not only expensive, but are not versatile because special steps are involved during manufacturing or construction. In some cases, it is not necessary to improve the sulfuric acid resistance.

【0003】[0003]

【発明が解決しようとする課題】本発明の目的は、従来
技術のこうした問題点を解決することにある。すなわ
ち、本発明は、セメント組成物製造時またはセメント組
成物を使っての施工時に特別な工程や大きなコスト負担
を必要とせずに、耐硫酸性の向上した硬化体を与えるセ
メント組成物の提供を目的とする。
It is an object of the present invention to overcome these problems of the prior art. That is, the present invention provides a cement composition that gives a cured product with improved sulfuric acid resistance without requiring a special step or a large cost burden during the production of the cement composition or the construction using the cement composition. Aim.

【0004】[0004]

【課題を解決するための手段】本発明は、置換基として
スルホン酸のアルカリ金属塩を有する水溶性有機化合物
を、セメント100重量部に対して0.5〜4重量部含
むセメント組成物に関する。以下に本発明を詳しく説明
する。
SUMMARY OF THE INVENTION The present invention relates to a cement composition containing 0.5 to 4 parts by weight of a water-soluble organic compound having an alkali metal salt of sulfonic acid as a substituent per 100 parts by weight of cement. Hereinafter, the present invention will be described in detail.

【0005】セメント組成物からセメント製品を製作す
る際、高い作業性を確保しながら水セメント比を低減す
る手段として、減水剤を添加することは従来良く行なわ
れている方法である。減水剤はそれを構成する主有機物
成分の違いにより種々のものが存在するが、ナフタレン
スルホン酸塩、メラミンスルホン酸塩等のスルホン酸塩
を置換基として有する水溶性有機化合物もその中の一つ
である。しかし、この場合の水溶性有機化合物の添加目
的は、水セメント比を小さくした場合におけるセメント
を含むスラリーの流動性を確保することにあることか
ら、その添加量は、当然、その目的を達成するのに必要
な最少量とされ、セメント100重量部当たり、固形成
分基準で1重量部以下の添加が一般的に行なわれてい
る。例えば、花王社からマイティ150の商品名で市販
されている減水剤はナフタレンスルホン酸塩を主有機物
成分とするものであるが、セメント成分100重量部あ
たりの添加量は水溶液基準で0.6〜2.4重量部とす
るようにマニュアルに記載されている。マイティ150
は、ナフタレンスルホン酸を主成分とする固形物成分を
大凡40重量%含む水溶液であり、従って、固形成分基
準での添加量はセメント成分100重量部あたり0.2
4〜0.96重量部となる。
[0005] In producing a cement product from a cement composition, as a means for reducing the water-cement ratio while ensuring high workability, it is a well-known method to add a water reducing agent. There are various water reducing agents depending on the difference in the main organic components constituting the water reducing agent. Among them, a water-soluble organic compound having a sulfonate as a substituent such as naphthalene sulfonate or melamine sulfonate is one of them. It is. However, in this case, the purpose of adding the water-soluble organic compound is to ensure the fluidity of the slurry containing cement when the water-cement ratio is reduced, so that the amount of addition naturally achieves the purpose. The addition is generally performed in an amount of 1 part by weight or less based on a solid component per 100 parts by weight of cement. For example, a water reducing agent commercially available from Kao Corporation under the trade name of Mighty 150 contains naphthalene sulfonate as a main organic component, and the amount added per 100 parts by weight of cement component is 0.6 to It is stated in the manual to be 2.4 parts by weight. Mighty 150
Is an aqueous solution containing about 40% by weight of a solid component containing naphthalenesulfonic acid as a main component. Therefore, the amount added on a solid component basis is 0.2% per 100 parts by weight of the cement component.
4 to 0.96 parts by weight.

【0006】固形成分基準で量った減水剤の添加量をセ
メント100重量部あたり1重量部以下とするのは、過
剰添加では硬化の遅延を招くことがあるからでもある
が、必要最少量以上添加しても流動性の向上は頭打ちに
なり、流動性確保の面からはメリットがないのに経済的
にマイナス要因となるのが大きな要因である。すなわ
ち、流動性確保の点から要求される必要最少量より過剰
に添加することによりもたらされる利益が認識されてい
なかったのである。本発明者等は、スルホン酸塩を置換
基として有する水溶性有機化合物を成分とする減水剤の
添加量を、流動性確保を目的として一般に行なわれてい
る量より大きくすることにより、硬化後の耐硫酸性が大
幅に改善されたセメント組成物が得られることを知見
し、本発明に至った。
The reason why the amount of the water reducing agent measured based on the solid components is set to 1 part by weight or less per 100 parts by weight of cement is because excessive addition may cause a delay in curing, Even if it is added, the improvement of the fluidity will reach a plateau, and there is no merit in terms of securing the fluidity, but it is a major factor that is economically a negative factor. That is, the advantage brought about by adding an excess of the required minimum amount required in terms of ensuring fluidity has not been recognized. The present inventors, by increasing the addition amount of a water reducing agent containing a water-soluble organic compound having a sulfonate as a substituent than the amount generally performed for the purpose of ensuring fluidity, after curing. The present inventors have found that a cement composition having significantly improved sulfuric acid resistance can be obtained, and have reached the present invention.

【0007】スルホン酸塩を置換基として有する水溶性
有機物の添加によってもたらされるこの耐硫酸性改善の
機構は、この物質の減水剤としての働き、すなわち、水
セメント比低減による硬化体組織の緻密化だけでは説明
できず、本来耐硫酸性を有している添加有機物が、セメ
ント粒子表面に被覆層を形成して硬化体の耐硫酸性が向
上すると推定される。
[0007] The mechanism of the improvement in sulfuric acid resistance brought about by the addition of a water-soluble organic substance having a sulfonate as a substituent serves as a water reducing agent for this substance, that is, densification of the hardened body structure by reducing the water cement ratio. It cannot be explained only by itself, and it is presumed that the added organic substance, which originally has sulfuric acid resistance, forms a coating layer on the surface of cement particles to improve the sulfuric acid resistance of the cured product.

【0008】スルホン酸塩を置換基として有する水溶性
有機物として本発明で使用する化合物としては、ナフタ
レンスルホン酸、リグニンスルホン酸、メラミンスルホ
ン酸、含窒素スルホン酸等の各スルホン酸のアルカリ金
属塩を挙げることが出来るが、中でも、ナフタレンスル
ホン酸のアルカリ金属塩は、セメントの凝結、硬化を阻
害することが少ないため、凝結促進剤の併用が不要とな
り好ましい。これ等のスルホン酸塩は一般にナトリウム
塩として水溶液、または粉体の形態で市販されている
が、それをそのまま使用することができる。
As the compound used in the present invention as a water-soluble organic substance having a sulfonate as a substituent, an alkali metal salt of each sulfonic acid such as naphthalenesulfonic acid, ligninsulfonic acid, melaminesulfonic acid and nitrogen-containing sulfonic acid is used. Among them, alkali metal salts of naphthalenesulfonic acid are preferable because they hardly inhibit the setting and hardening of the cement, and thus do not require the use of a setting accelerator. These sulfonates are generally commercially available in the form of an aqueous solution or powder as a sodium salt, but they can be used as they are.

【0009】置換基としてスルホン酸のアルカリ金属塩
を有する水溶性有機物の添加量は、セメント100重量
部に対して0.5〜4重量部、好ましくは、1.0〜
3.5重量部、更に好ましくは、1.7〜3.2重量部
とするのが良い。尚、ここで言う添加量とは、水溶液の
形態で市販されている添加剤全体の量を指すのではな
く、その中に含まれ、水を除去した後に残る、スルホン
酸のアルカリ金属塩を置換基として有する有機物を主成
分とする固形成分の重量を言う。添加量が0.5重量部
より少ないと、減水剤としての機能は有するが、耐硫酸
性向上の効果は小さく、4重量部より大であると、コス
ト的に不利になるだけでなく、セメントの硬化の遅延を
招き好ましくない。
The amount of the water-soluble organic compound having an alkali metal salt of sulfonic acid as a substituent is 0.5 to 4 parts by weight, preferably 1.0 to 4 parts by weight, per 100 parts by weight of cement.
3.5 parts by weight, more preferably 1.7 to 3.2 parts by weight. It should be noted that the addition amount referred to here does not refer to the total amount of the additive that is commercially available in the form of an aqueous solution, but replaces the alkali metal salt of sulfonic acid contained therein and remaining after removing water. It refers to the weight of a solid component mainly composed of an organic substance having a base. When the addition amount is less than 0.5 part by weight, it has a function as a water reducing agent, but the effect of improving sulfuric acid resistance is small, and when it is more than 4 parts by weight, not only is it disadvantageous in terms of cost, but also Is undesirably caused by a delay in the curing of the resin.

【0010】本発明で使用されるセメントとしては、ポ
ルトランドセメント、普通セメント、中庸熱セメント、
耐硫酸塩セメント、高炉セメント、フライアッシュセメ
ント等を挙げることが出来る。
The cement used in the present invention includes Portland cement, ordinary cement, moderate heat cement,
Examples thereof include sulfate-resistant cement, blast furnace cement, and fly ash cement.

【0011】セメントに、スルホン酸のアルカリ金属塩
を置換基として有する水溶性有機物を添加したものに更
に炭酸カルシウムを添加することにより、耐硫酸性が更
に向上されたセメント組成物を得ることが出来る。炭酸
カルシウムは、硬化体が硫酸根と接触した際にエトリン
ガイトが生成するのを抑制するだけでなく、硬化体組織
を緻密化させることにより、耐硫酸性を向上させるもの
と推定される。本発明で使用する炭酸カルシウムは純粋
なものでなくとも炭酸カルシウムを主成分とするもの、
例えば工業用純度のものが使用できる。また、天然の鉱
物を粉砕して製造した石灰石粉末、石灰石骨材、もしく
は石灰石を一度焼成し炭酸ガスと反応させて製造した所
謂軽質炭酸カルシウムも使用できる。炭酸カルシウム
は、1μm〜1mmの粒径を有する粉末として使用する
のが好ましい。
By adding calcium carbonate to cement obtained by adding a water-soluble organic substance having an alkali metal salt of sulfonic acid as a substituent to cement, a cement composition having further improved sulfuric acid resistance can be obtained. . It is presumed that calcium carbonate not only suppresses the generation of ettringite when the hardened body comes into contact with the sulfate group, but also improves the sulfuric acid resistance by densifying the hardened body structure. Calcium carbonate used in the present invention is based on calcium carbonate even if it is not pure,
For example, those of industrial purity can be used. Also, limestone powder, limestone aggregate, or so-called light calcium carbonate produced by pulverizing a natural mineral and then reacting it with carbon dioxide gas once can be used. Calcium carbonate is preferably used as a powder having a particle size of 1 μm to 1 mm.

【0012】炭酸カルシウムの添加量は、セメント10
0重量部に対して30〜100重量部とするのが好まし
い。30重量部より少ないと耐硫酸性向上の効果が小さ
く、100重量部より多く添加しても、添加量に見合っ
た耐硫酸性の改善効果の増進はほとんど認められず、逆
に、セメント硬化体の強度が低下しマイナス要因となる
場合があるからである。
The amount of calcium carbonate added is
It is preferable that the amount is 30 to 100 parts by weight with respect to 0 parts by weight. If the amount is less than 30 parts by weight, the effect of improving the sulfuric acid resistance is small, and if the amount is more than 100 parts by weight, the improvement effect of the sulfuric acid resistance is hardly recognized in proportion to the amount added. This is because there is a case where the strength of the sheet decreases and it becomes a negative factor.

【0013】本発明のセメント組成物の調整は、混練に
先立ち各成分を予め混合して置くこともできるが、水、
骨材およびその他混和剤を加えて混練する際に各成分を
添加する方法が最も好ましい方法である。
In the preparation of the cement composition of the present invention, the respective components can be mixed in advance prior to kneading.
The method of adding each component when kneading by adding the aggregate and other admixtures is the most preferable method.

【0014】また、本発明の耐硫酸性セメント組成物
は、基本成分であるベースセメント、置換基としてスル
ホン酸のアルカリ金属塩を置換基として有する水溶性有
機化合物、炭酸カルシウムおよび水に加えて、砂や砂利
等の骨材、硬化促進剤、硬化遅延剤、鉄筋防錆剤等、公
知の添加剤を添加しても何等問題を生じず、ペースト、
モルタル、コンクリートの材料として、従来公知の施行
法で使用することができる。具体的適用例としては、コ
ンクリート管、コンクリートU字溝、コンクリートパイ
ル等のコンクリート製品の他、建築物、構築物およびそ
れ等の表面に塗布する防食被覆層等を挙げることが出来
る。
The sulfur-resistant cement composition of the present invention comprises, in addition to a base cement as a basic component, a water-soluble organic compound having an alkali metal salt of sulfonic acid as a substituent, calcium carbonate and water, Aggregates such as sand and gravel, hardening accelerators, hardening retarders, reinforcing steel rust inhibitors, etc., do not cause any problems even if known additives are added, paste,
As a material for mortar and concrete, it can be used by a conventionally known working method. Specific examples of the application include concrete products such as concrete pipes, concrete U-shaped grooves, concrete piles, and the like, as well as buildings, structures, and anticorrosive coating layers applied to the surfaces thereof.

【0015】[0015]

【発明の実施の形態】BEST MODE FOR CARRYING OUT THE INVENTION

【実施例】以下に例を挙げて本発明を更に詳しく説明す
る。 (1)原料 各例の実施に当たっては以下の原料を使用した。 セメント:普通ポルトランドセメント、耐硫酸塩セメン
ト、フライアッシュセメント、高炉セメントB種[何れ
も宇部興産社製] 石灰石粉:ブレーン比表面積6400cm2/g 軽質炭酸カルシウム:平均粒径1〜3μm[米庄石灰工
業社製] 水溶性有機物:ナフタレンスルホン酸塩[商品名:マイ
ティ150,花王社製]、含窒素スルホン酸塩[商品
名:ポールファインMF、竹本油脂社製]、カルボキシ
ル基含有ポリエーテル[商品名:マイティ3000H、
花王社製]、ポリカルボン酸エーテル[商品名:レオビ
ルドSP8S、NMB社製] 何れも、セメントに対する減水剤として水溶液の形態で
市販されているものをそのまま添加した。 骨材:豊浦標準砂 JIS R5201対応品
The present invention will be described in more detail with reference to the following examples. (1) Raw materials In carrying out each example, the following raw materials were used. Cement: ordinary Portland cement, sulfate resistant cement, fly ash cement, blast furnace cement B [all manufactured by Ube Industries, Ltd.] Limestone powder: Blaine specific surface area 6400 cm 2 / g Light calcium carbonate: Average particle size 1 to 3 μm [Yonesho Lime Industry Co., Ltd.] Water-soluble organic substance: naphthalene sulfonate [trade name: Mighty 150, manufactured by Kao Corporation], nitrogen-containing sulfonate [trade name: Pallfine MF, manufactured by Takemoto Yushi Co., Ltd.], carboxyl group-containing polyether [ Product name: Mighty 3000H,
Both manufactured by Kao Corporation and polycarboxylates (trade name: Leobuild SP8S, manufactured by NMB) were commercially available as a water reducing agent for cement in the form of an aqueous solution. Aggregate: Toyoura standard sand JIS R5201 compliant product

【0016】(2)セメントモルタルの調製 セメントに、豊浦標準砂、水、および所定量の水溶性有
機物を混合してセメントモルタルを調製した。セメント
と豊浦標準砂の重量比は1:2とした。水セメント比は
例毎に異なるので、必要に応じて表示した。 (3)セメントペーストの調製 セメントに、水、および所定量の水溶性有機物を混合し
てセメントペーストを調製した。水セメント比はW/C
=0.3である。
(2) Preparation of Cement Mortar Cement mortar was prepared by mixing Toyoura standard sand, water, and a predetermined amount of a water-soluble organic substance with cement. The weight ratio of cement to Toyoura standard sand was 1: 2. Since the water-cement ratio is different for each example, it is indicated as necessary. (3) Preparation of cement paste Cement was mixed with water and a predetermined amount of a water-soluble organic substance to prepare a cement paste. Water cement ratio is W / C
= 0.3.

【0017】(4)養生 縦4cm×横4cm×長さ16cmの型枠に上記(2)
または(3)の方法で調製したセメントモルタルまたは
セメントペーストを流し込み、先ず、20℃の恒温室で
一昼夜気中養生した。一昼夜気中養生後の試料は、養生
条件を各種変化させて追加の養生を行なった。追加の養
生条件は例毎に異なるので、必要に応じて記載した。 (5)耐硫酸性の評価 養生終了後サンプルについての耐硫酸性の評価は、JI
S原案の「コンクリート溶液浸漬による耐薬品性試験方
法」に則って行なった。すなわち、養生終了後のセメン
トモルタルまたはセメントペーストを2%(pH約0.
7)または5%(pH約0.3)硫酸水溶液に浸漬し、
13週間経過後に硫酸水溶液から取り出した。取り出し
たモルタルまたはセメントペーストを切断し、明かに変
色していない部分の長さを測定し、初期長さである4c
mから、変色していない部分の長さを減じたものを2で
除して、腐食深さを算出した。耐硫酸性指数は、次式に
示すように、水溶性有機物添加時の腐食深さの、水溶性
有機物無添加時の腐食深さに対する比の値の逆数として
算出した。 ───────────────
(4) Curing The above-mentioned (2) is placed in a form frame of 4 cm long × 4 cm wide × 16 cm long.
Alternatively, the cement mortar or the cement paste prepared by the method of (3) was poured, and firstly cured in the air in a constant temperature room at 20 ° C. for 24 hours. The samples after air curing for one day and night were subjected to additional curing under various curing conditions. Additional curing conditions vary from case to case and are described as necessary. (5) Evaluation of sulfuric acid resistance Evaluation of sulfuric acid resistance of samples after curing
The test was carried out in accordance with the S draft "Chemical resistance test method by dipping in concrete solution". That is, 2% of the cement mortar or the cement paste after completion of the curing (pH about 0.
7) or dipped in 5% (pH about 0.3) sulfuric acid aqueous solution,
After 13 weeks, it was removed from the aqueous sulfuric acid solution. The removed mortar or cement paste is cut, and the length of the portion that is not clearly discolored is measured.
The corrosion depth was calculated by dividing the value obtained by subtracting the length of the undiscolored portion from m by 2. The sulfuric acid resistance index was calculated as the reciprocal of the value of the ratio of the corrosion depth when adding a water-soluble organic substance to the corrosion depth when no water-soluble organic substance was added, as shown in the following equation. ───────────────

【0018】実施例1〜9および比較例1〜4 先ず、セメントとして耐硫酸塩ポルトランドセメント、
水溶性有機物としてスルホン酸塩を有するナフタレンス
ルホン酸塩[花王社製のマイティ150]を選んで調製
したモルタルについて有機物添加量の影響を検討した。
水セメント比はW/C=0.5(重量比)であり、追加
養生は20℃の水中で材齢28日まで行なった。2%硫
酸溶液に浸漬した場合の耐硫酸性評価結果を表1に示
す。表1の結果から、セメント100重量部に対するナ
フタレンスルホン酸塩の添加量が固形成分換算で0.4
重量部を超えると、耐硫酸性を示す耐硫酸性指数が2倍
以上に向上することが分かる。
Examples 1 to 9 and Comparative Examples 1 to 4 First, sulfate-resistant Portland cement was used as cement.
The effect of the amount of the organic substance added was examined on mortar prepared by selecting a naphthalene sulfonate having a sulfonate as a water-soluble organic substance [Mighty 150 manufactured by Kao Corporation].
The water cement ratio was W / C = 0.5 (weight ratio), and additional curing was performed in water at 20 ° C. until the age of 28 days. Table 1 shows the results of sulfuric acid resistance evaluation when immersed in a 2% sulfuric acid solution. From the results shown in Table 1, the addition amount of the naphthalene sulfonate to 100 parts by weight of the cement was 0.4% in terms of the solid component.
It can be seen that, when the amount exceeds the weight part, the sulfuric acid resistance index indicating the sulfuric acid resistance is improved twice or more.

【0019】[0019]

【表1】 [Table 1]

【0020】実施例10、11および比較例5 ここでは、耐硫酸塩ポルトランドセメントに水溶性有機
物としてナフタレンスルホン酸塩[花王社製のマイティ
150]を所定量添加・混合して調製したモルタルにつ
いて、試験硫酸溶液濃度を5%に上げた場合の例を示
す。水セメント比はW/C=0.5(重量比)であり、
追加養生は、蒸気養生(65℃、5時間)及びそれに続
く水中養生(20℃、7日間)の条件で行なった。耐硫
酸性評価結果を表2に示す。ナフタレンスルホン酸塩を
添加することにより、硫酸濃度が5%と高い状態下で
も、耐硫酸性指数が2倍に向上していることが分かる。
Examples 10 and 11 and Comparative Example 5 Here, a mortar prepared by adding and mixing a predetermined amount of naphthalene sulfonate [Mighty 150 manufactured by Kao Corporation] as a water-soluble organic substance to sulfate-resistant Portland cement was used. An example when the test sulfuric acid solution concentration is increased to 5% is shown. The water cement ratio is W / C = 0.5 (weight ratio),
The additional curing was performed under the conditions of steam curing (65 ° C., 5 hours) and subsequent curing in water (20 ° C., 7 days). Table 2 shows the results of the sulfuric acid resistance evaluation. It can be seen that the addition of the naphthalene sulfonate doubles the sulfuric acid resistance index even when the sulfuric acid concentration is as high as 5%.

【0021】[0021]

【表2】 [Table 2]

【0022】実施例12〜14および比較例6〜8 ここでは、製品形態をモルタルからセメントペーストに
変え、且つセメント種を変えた場合の例を示す。検討し
たセメントは、耐硫酸塩ポルトランドセメント、フライ
アッシュセメントB種および、高炉セメントB種の3種
であり、水溶性有機物としてナフタレンスルホン酸塩
[花王社製のマイティ150]を使用した。水セメント
比はW/C=0.3(重量比)であり、蒸気養生(65
℃、5時間)及びそれに続く水中養生(20℃、7日
間)による追加養生を行ない、耐硫酸性試験は5%硫酸
溶液で行なった。結果を表3に示す。製品形態がセメン
トペーストの場合においても、セメント種を問わず、ナ
フタレンスルホン酸塩の添加により、耐硫酸性指数は無
添加の場合の約2倍に向上することが分かる。
Examples 12 to 14 and Comparative Examples 6 to 8 Here, examples are shown in which the product form is changed from mortar to cement paste and the cement type is changed. The examined cements were sulfate-resistant Portland cement, fly ash cement B, and blast furnace cement B, and used a naphthalene sulfonate [Mighty 150 manufactured by Kao Corporation] as a water-soluble organic substance. The water-cement ratio is W / C = 0.3 (weight ratio), and steam curing (65
(5 ° C., 5 hours) and subsequent curing in water (20 ° C., 7 days), and the sulfuric acid resistance test was performed with a 5% sulfuric acid solution. Table 3 shows the results. It can be seen that, even when the product form is a cement paste, the addition of naphthalene sulfonate improves the sulfuric acid resistance index to about twice that in the case of no addition, regardless of the cement type.

【0023】[0023]

【表3】 [Table 3]

【0024】実施例15〜24および比較例9、10 ここでは、ナフタレンスルホン酸塩に加えて更に炭酸カ
ルシウムを加えた場合の例を示す。検討したセメント種
は耐硫酸塩ポルトランドセメントと普通ポルトランドセ
メントの二種である。セメント100重量部に対してナ
フタレンスルホン酸塩[花王社製のマイティ150]
0.96重量部(固形物換算)及び所定量の炭酸カルシ
ウム分を添加してモルタルを調製した。水セメント比は
W/C=0.45(重量比)であり、蒸気養生(65
℃、5時間)及びそれに続く水中養生(20℃、7日
間)による追加養生を行ない、耐硫酸性試験は5%硫酸
溶液で行なった。結果を表4に示す。ナフタレンスルホ
ン酸塩に加え、セメント成分100重量部に対し30重
量部以上の炭酸カルシウムを添加することにより、炭酸
カルシウムの種類を問わず、炭酸カルシウム無添加の場
合に比べて耐硫酸性指数は2倍以上に向上し、ナフタレ
ンスルホン酸塩および炭酸カルシウムを共に含まない場
合の4倍以上に向上することが分かる。
Examples 15 to 24 and Comparative Examples 9 and 10 Here, examples in which calcium carbonate is added in addition to the naphthalene sulfonate will be described. The cement types studied are sulfate-resistant Portland cement and ordinary Portland cement. Naphthalene sulfonate [Mighty 150 manufactured by Kao Corporation] based on 100 parts by weight of cement
A mortar was prepared by adding 0.96 parts by weight (as solid matter) and a predetermined amount of calcium carbonate. The water / cement ratio was W / C = 0.45 (weight ratio), and steam curing (65
(5 ° C., 5 hours) and subsequent curing in water (20 ° C., 7 days), and the sulfuric acid resistance test was performed with a 5% sulfuric acid solution. Table 4 shows the results. By adding 30 parts by weight or more of calcium carbonate to 100 parts by weight of the cement component in addition to the naphthalene sulfonate, the sulfuric acid resistance index is 2 in comparison with the case without calcium carbonate regardless of the type of calcium carbonate. It can be seen that the improvement is at least 4 times, and at least 4 times as much as when neither naphthalene sulfonate nor calcium carbonate is contained.

【0025】[0025]

【表4】 [Table 4]

【0026】実施例19、25および比較例9、11 ここでは添加有機物の種類を変えた場合の例を示す。耐
硫酸塩ポルトランドセメント100重量部に、表5に示
す水溶性有機物の水溶液を2.4重量部(水溶液とし
て)加えてモルタルを調製した。水セメント比はW/C
=0.45(重量比)であり、蒸気養生(65℃、5時
間)及びそれに続く水中養生(20℃、7日間)による
追加養生を行ない、耐硫酸性試験は5%硫酸溶液で行な
った。結果を表5に示す。分子内にスルホン酸塩を置換
基として有する、ナフタレンスルホン酸塩および含窒素
スルホン酸塩が耐硫酸性向上効果を有しているのに対
し、スルホン酸塩を有していない減水剤は、耐硫酸性向
上にマイナスの効果を示すことが分かる。
Examples 19 and 25 and Comparative Examples 9 and 11 Here, examples in which the type of the added organic substance is changed will be described. A mortar was prepared by adding 2.4 parts by weight (as an aqueous solution) of an aqueous solution of a water-soluble organic substance shown in Table 5 to 100 parts by weight of sulfate-resistant Portland cement. Water cement ratio is W / C
= 0.45 (weight ratio), additional curing by steam curing (65 ° C., 5 hours) and subsequent curing in water (20 ° C., 7 days), and the sulfuric acid resistance test was performed with a 5% sulfuric acid solution. . Table 5 shows the results. While having a sulfonate as a substituent in the molecule, a naphthalene sulfonate and a nitrogen-containing sulfonate have an effect of improving sulfuric acid resistance, whereas a water reducing agent having no sulfonate has a resistance to sulfuric acid. It can be seen that a negative effect is exhibited on the improvement of the sulfuric acid property.

【0027】[0027]

【表5】 [Table 5]

【0028】[0028]

【発明の効果】本発明によるセメント組成物は、耐硫酸
性に優れたセメント製品の製造を可能にするだけでな
く、セメントにスルホン酸塩を置換基として有する水溶
性有機化合物を添加する簡便な方法により調製可能であ
り、通常のセメント製品を製造する施設において容易且
つ安価に調製することができる。従って、本発明による
セメント組成物は、温泉地、下水道施設等の、硫酸塩に
晒される可能性の高い箇所において使用されるセメント
製品への適用は勿論、近年問題になっている酸性雨にも
高い耐久性を示すことから、一般のセメント製品用とし
ての利用価値も大である。
Industrial Applicability The cement composition according to the present invention not only enables the production of a cement product having excellent sulfuric acid resistance, but also allows a simple addition of a water-soluble organic compound having a sulfonate as a substituent to cement. It can be prepared by a method and can be easily and inexpensively prepared in a facility for manufacturing ordinary cement products. Therefore, the cement composition according to the present invention can be applied not only to cement products used in places where there is a high possibility of being exposed to sulfates, such as hot springs and sewage facilities, but also to acid rain, which has recently become a problem. Since it shows high durability, it is of great utility value for general cement products.

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】置換基としてスルホン酸のアルカリ金属塩
を有する水溶性有機化合物を、セメント100重量部に
対して0.5〜4重量部含む耐硫酸性セメント組成物。
1. A sulfur-resistant cement composition comprising a water-soluble organic compound having an alkali metal salt of sulfonic acid as a substituent in an amount of 0.5 to 4 parts by weight per 100 parts by weight of cement.
【請求項2】置換基としてスルホン酸のアルカリ金属塩
を含む水溶性有機化合物の含有量がセメント100重量
部に対して1.0〜3.5重量部である、請求項1に記
載の耐硫酸性セメント組成物。
2. The resistant composition according to claim 1, wherein the content of the water-soluble organic compound containing an alkali metal salt of sulfonic acid as a substituent is 1.0 to 3.5 parts by weight based on 100 parts by weight of cement. Sulfate cement composition.
【請求項3】置換基としてスルホン酸のアルカリ金属塩
を含む水溶性有機化合物が、ナフタレンスルホン酸のア
ルカリ金属塩である、請求項1または2に記載の耐硫酸
性セメント組成物。
3. The sulfuric acid-resistant cement composition according to claim 1, wherein the water-soluble organic compound containing an alkali metal salt of sulfonic acid as a substituent is an alkali metal salt of naphthalenesulfonic acid.
【請求項4】請求項1から3の何れかに記載のセメント
組成物に、更に炭酸カルシウム粉末をセメント100重
量部に対して30〜100重量部添加して成る耐硫酸性
セメント組成物。
4. A sulfuric acid resistant cement composition comprising the cement composition according to claim 1, further comprising 30 to 100 parts by weight of calcium carbonate powder based on 100 parts by weight of cement.
JP4604397A 1997-02-28 1997-02-28 Sulfuric acid resistant cement composition Expired - Lifetime JP3580070B2 (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1176125A1 (en) * 2000-07-24 2002-01-30 Akzo Nobel N.V. Corrosion inhibitor for cementitious compositions
JP2005336012A (en) * 2004-05-27 2005-12-08 Japan Sewage Works Agency Sulfuric acid-resistant hydraulic composition and sulfuric acid-resistant hardened matter
JP2009208971A (en) * 2008-02-29 2009-09-17 Taiheiyo Cement Corp Sulfuric acid resistant cement additive and sulfuric acid resistant cement composition
JP2011063477A (en) * 2009-09-17 2011-03-31 Ube Industries Ltd Sulfuric acid-resistant mortar composition, sulfuric acid-resistant concrete composition, and hardened matter thereof
JP2011201743A (en) * 2010-03-26 2011-10-13 Ube Industries Ltd Sulfuric acid resistant cement composition, sulfuric acid resistant mortar composition, and sulfuric acid resistant concrete composition
JP2011201742A (en) * 2010-03-26 2011-10-13 Ube Industries Ltd Sulfuric acid resistant cement composition, sulfuric acid resistant mortar composition, and sulfuric acid resistant concrete composition
CN106747125A (en) * 2017-02-20 2017-05-31 内蒙古科技大学 A kind of concrete of anti-sulfur dioxide corrosion
CN106810166A (en) * 2017-02-20 2017-06-09 内蒙古科技大学 A kind of flyash concrete of anti-sulfur dioxide corrosion

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1176125A1 (en) * 2000-07-24 2002-01-30 Akzo Nobel N.V. Corrosion inhibitor for cementitious compositions
JP2005336012A (en) * 2004-05-27 2005-12-08 Japan Sewage Works Agency Sulfuric acid-resistant hydraulic composition and sulfuric acid-resistant hardened matter
JP4551697B2 (en) * 2004-05-27 2010-09-29 日本下水道事業団 Sulfuric acid resistant concrete
JP2009208971A (en) * 2008-02-29 2009-09-17 Taiheiyo Cement Corp Sulfuric acid resistant cement additive and sulfuric acid resistant cement composition
JP2011063477A (en) * 2009-09-17 2011-03-31 Ube Industries Ltd Sulfuric acid-resistant mortar composition, sulfuric acid-resistant concrete composition, and hardened matter thereof
JP2011201743A (en) * 2010-03-26 2011-10-13 Ube Industries Ltd Sulfuric acid resistant cement composition, sulfuric acid resistant mortar composition, and sulfuric acid resistant concrete composition
JP2011201742A (en) * 2010-03-26 2011-10-13 Ube Industries Ltd Sulfuric acid resistant cement composition, sulfuric acid resistant mortar composition, and sulfuric acid resistant concrete composition
CN106747125A (en) * 2017-02-20 2017-05-31 内蒙古科技大学 A kind of concrete of anti-sulfur dioxide corrosion
CN106810166A (en) * 2017-02-20 2017-06-09 内蒙古科技大学 A kind of flyash concrete of anti-sulfur dioxide corrosion

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