JPS6339537B2 - - Google Patents

Info

Publication number
JPS6339537B2
JPS6339537B2 JP13478179A JP13478179A JPS6339537B2 JP S6339537 B2 JPS6339537 B2 JP S6339537B2 JP 13478179 A JP13478179 A JP 13478179A JP 13478179 A JP13478179 A JP 13478179A JP S6339537 B2 JPS6339537 B2 JP S6339537B2
Authority
JP
Japan
Prior art keywords
concrete
admixture
agents
properties
bacteria
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
Application number
JP13478179A
Other languages
Japanese (ja)
Other versions
JPS5659661A (en
Inventor
Satoshi Oda
Masato Maue
Toshio Sato
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.)
Welfide Corp
Original Assignee
Welfide 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 Welfide Corp filed Critical Welfide Corp
Priority to JP13478179A priority Critical patent/JPS5659661A/en
Publication of JPS5659661A publication Critical patent/JPS5659661A/en
Publication of JPS6339537B2 publication Critical patent/JPS6339537B2/ja
Granted legal-status Critical Current

Links

Description

【発明の詳細な説明】 本発明は、長期間安定で、何ら混和剤の特性を
損なうことなく、その腐敗を防止するコンクリー
ト混和剤の変質防止法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for preventing deterioration of concrete admixtures, which is stable for a long period of time and prevents decomposition without impairing the properties of the admixtures.

ここに、コンクリート混和剤とは、コンクリー
トの成分と混和することによつて、混和しないコ
ンクリートでは得られない特性、たとえば、耐水
性(防水性)、接着性、機械的強度、耐薬品性、
耐候性を付与するために用いる材料である。さら
に詳しくは、空気連行剤(AE剤、Air
Entraining Agent)、分散剤、防水剤、硬化促進
剤、凝結遅延剤、防食剤、着色剤、発泡剤、膨
張・収縮低減剤、防滑剤、防虫剤、防錆剤などを
総称して混和剤と呼んでいる。
Here, concrete admixtures are mixed with concrete components to provide properties that cannot be obtained with unmixed concrete, such as water resistance, adhesiveness, mechanical strength, chemical resistance, etc.
A material used to provide weather resistance. For more information, see Air entraining agents (AE agents, Air
Entraining agents), dispersants, waterproofing agents, hardening accelerators, set retarders, anticorrosive agents, colorants, blowing agents, expansion/shrinkage reducing agents, anti-slip agents, insect repellents, rust preventives, etc. are collectively called admixtures. I'm calling.

近年、コンクリート工事の際の作業性を向上さ
せて能率化をはかると同時に、前述したような特
性をコンクリートに与える混和剤が広汎に使用さ
れている。その中で空気連行剤(AE剤)、特に起
泡剤として使用されるものは主としてその界面活
性作用により物理的に気泡を導入させる効果を有
する物質、たとえば、樹脂石けん類、サポニン、
蛋白質加水分解物、その他いわゆる合成洗剤を主
体とした合成界面活性剤類が知られており、最近
の高分子系起泡剤(界面活性剤)としては、アビ
エチン酸に無水マレイン酸を付加したマレイン化
樹脂けん化物を主成分としているものもあり、泡
の安定性、すなわち起泡効果が良く、コンクリー
ト、またはモルタルの作業性を向上させ、施工後
のコンクリートの耐久性を向上させる効果をも有
するものである。しかしながら、空気連行剤を用
いた硬化コンクリートは物理的性質が若干変化
し、圧縮強度を低下させる欠点があるとされてい
る。
In recent years, admixtures have been widely used to improve workability and efficiency during concrete construction, and at the same time to impart the above-mentioned properties to concrete. Among them, air entraining agents (AE agents), especially those used as foaming agents, are substances that have the effect of physically introducing air bubbles through their surfactant action, such as resin soaps, saponins,
Synthetic surfactants based on protein hydrolysates and other so-called synthetic detergents are known, and recent polymeric foaming agents (surfactants) include maleic acid, which is made by adding maleic anhydride to abietic acid. Some products are mainly composed of saponified resins, which have good foam stability, that is, a foaming effect, and have the effect of improving the workability of concrete or mortar and improving the durability of concrete after construction. It is something. However, it is said that hardened concrete using air-entraining agents has the disadvantage that the physical properties change slightly and the compressive strength decreases.

また、分散剤(減水剤)とは、湿潤、浸透作用
により材料の分散をよくし、作業性をよくすると
同時にセメントの水和作用を助長し減水効果をも
たらす混和剤であつて、減水効果により強度を増
進させる。AE効果を同時に有する場合も多い。
しかも、一般には、分散剤と減水剤の間の明確な
区別はなく、多くの場合、両者混同して用いられ
ている。たとえば、ポリオキシエチレンアルキル
フエノールエーテルなどの非イオン界面活性剤は
発泡性が少ないので、余り圧縮強度に影響は及ぼ
さないものである。
In addition, a dispersant (water reducer) is an admixture that improves the dispersion of materials through wetting and penetration effects, improves workability, and at the same time promotes the hydration of cement and brings about a water reduction effect. Increase strength. It often has an AE effect at the same time.
Moreover, there is generally no clear distinction between dispersants and water reducers, and in many cases, the two are used interchangeably. For example, nonionic surfactants such as polyoxyethylene alkyl phenol ether have low foaming properties, so they do not significantly affect compressive strength.

防水、硬化促進剤としては、珪酸ナトリウム、
メタ珪酸ナトリウムなどの珪酸塩、硫酸ナトリウ
ム、硫酸カリウムなどの硫酸塩があり、これを添
加することにより、セメント中の水酸化石灰を捕
えて不溶性の珪酸石灰または硫酸石灰として実質
を緻密にし、生成する不溶性物質をセメントの空
隙間に充填せしめることによつて硬度を強化し、
また、防水作用をも有するものである。上記生成
物は、液状界面活性剤には不溶のため、液状界面
活性剤と併用することは出来なかつたが、最近で
は、前記のナトリウムまたはカリウム塩と尿素と
を併用することによつて、ナトリウム塩、または
カリウム塩は液状界面活性剤に易溶性となり、従
来の混和剤としての界面活性剤の特性を生かし、
さらにその欠点とされてきた硬度の強化促進、防
水作用を有する低温でも長期間安定な液状コンク
リート混和剤も得られている。
As waterproofing and hardening accelerators, sodium silicate,
There are silicates such as sodium metasilicate, and sulfates such as sodium sulfate and potassium sulfate. By adding these, the lime hydroxide in the cement is captured and the substance is densified and formed as insoluble lime silicate or lime sulfate. By filling the voids of cement with an insoluble substance, the hardness is strengthened.
It also has a waterproof effect. The above product cannot be used in combination with a liquid surfactant because it is insoluble in the liquid surfactant, but recently, by using the above sodium or potassium salt in combination with urea, sodium Salts or potassium salts are easily soluble in liquid surfactants, making use of the properties of surfactants as conventional admixtures.
Furthermore, a liquid concrete admixture has been obtained that is stable for a long period of time even at low temperatures and has the ability to strengthen hardness and waterproof, which has been considered a drawback.

ところが、このコンクリート混和剤もその中に
各種界面活性剤などの有機物材料が多く含まれて
いるため、特に夏場において高温時に貯蔵中、次
第に黒味を帯びて腐敗変質し、混和剤の特性を損
なう現象が生じている。
However, since this concrete admixture contains a large amount of organic materials such as various surfactants, during storage at high temperatures, especially in the summer, it gradually turns black and rots, impairing the properties of the admixture. A phenomenon is occurring.

そこで本発明者らは、かかる変質を防止する方
法につき、鋭意研究した結果、次の様な新事実を
見い出し、本発明を完成した。すなわち、本発明
は、ヘキサヒドロ−1,3,5−トリス(2−ヒ
ドロキシエチル)−s−トリアジンを添加するこ
とを特徴とするコンクリート混和剤の変質防止法
に関する。この化合物を混和剤中に添加すること
により、その安定性を維持し、性状に何ら変化も
もたらさず、実用上、他の効力に対する影響もな
く混和剤の腐敗を長期間にわたつて防止すること
を見い出した。化合物の添加濃度は、0.05%以
上、望ましくは0.1%以上である。
Therefore, the present inventors conducted intensive research on methods for preventing such deterioration, and as a result, discovered the following new facts and completed the present invention. That is, the present invention relates to a method for preventing deterioration of a concrete admixture, which is characterized by adding hexahydro-1,3,5-tris(2-hydroxyethyl)-s-triazine. By adding this compound to an admixture, it maintains its stability and prevents the admixture from spoiling over a long period of time without causing any change in properties or practically affecting other efficacy. I found out. The concentration of the compound added is 0.05% or more, preferably 0.1% or more.

以下に、その実施例をあげて本発明を説明す
る。
The present invention will be explained below by giving examples thereof.

実施例 コンクリート混和剤の一例として次の成分のも
のを用いた。
Example The following ingredients were used as an example of a concrete admixture.

コンクリート混和剤の成分: ポリオキシエチレ
ンアルキルフエニルエーテル、 ポリオキシエチレンアルキルフエニルエーテル
硫酸塩、 ナトリウム・メチレン・ジナフタレン・ジスル
ホネート、 スチレン・マレイン酸樹脂、 アンモニア、 n−プロパノール、 水酸化ナトリウム、 硫酸ナトリウム 上記コンクリート混和剤を100倍に水で希釈し
たものにヘキサヒドロ−1,3,5−トリス(2
−ヒドロキシエチル)−s−トリアジンを0.05%、
0.1%、0.5%、1.0%量、それぞれ別々に添加し、
35℃にて静置保存する。約1ケ月にわたり、経日
的にサンプリングし、その中の菌数および腐敗状
況をみて本防腐剤の効果を検討する。
Concrete admixture ingredients: polyoxyethylene alkyl phenyl ether, polyoxyethylene alkyl phenyl ether sulfate, sodium methylene dinaphthalene disulfonate, styrene maleic acid resin, ammonia, n-propanol, sodium hydroxide, Sodium sulfate Hexahydro-1,3,5-tris (2
-hydroxyethyl)-s-triazine 0.05%,
Add 0.1%, 0.5%, and 1.0% amounts separately,
Store at 35℃. Samples will be taken daily over a period of about one month, and the effectiveness of this preservative will be examined by checking the number of bacteria and the state of decomposition.

菌数測定試験例 Γ滅菌ピペツト Γ滅菌シヤーレ Γ滅菌希釈水(蒸留水) Γ培養基:ブドウ糖ブイヨン寒天培地(PH7)…
オートクレーブ滅菌を施したもの。
Bacteria count measurement test example Γ Sterile pipette Γ Sterile shear Γ Sterile dilution water (distilled water) Γ Culture medium: Glucose bouillon agar medium (PH7)...
Sterilized by autoclave.

以上のものを準備しておき、サンプル液を上記
ピペツトと希釈水にて適宜希釈する。希釈した液
の1mlをシヤーレにとつて40℃位に冷やした培地
を加え、良く撹拌して固化させる。37℃にて2日
間培養した後、シヤーレに発生したコロニーを数
え、それに希釈倍数をかけて生菌数とする。
Prepare the above items and dilute the sample solution appropriately with the pipette and dilution water. Pour 1 ml of the diluted solution into a petri dish, add the medium cooled to around 40°C, and stir well to solidify. After culturing at 37°C for 2 days, count the colonies that have developed on the shears and multiply by the dilution factor to obtain the number of viable bacteria.

本発明の試験結果を第1図にまとめた。 The test results of the present invention are summarized in FIG.

この第1図からわかるように、本発明の化合物
無添加物が日数の経過とともに相当数の菌が増殖
するのに対し、添加物は0.05%添加でかなり生菌
の増殖を抑え、0.1%以上ではいずれも完全に菌
は死滅し、日数がたつても生菌は検出されなかつ
た。また、外観上も無添加物は次第に黒ずんで変
質、腐敗の現象を呈したが(腐敗臭あり)、本発
明化合物0.1%以上添加物においては試験開始時
と何ら変化はなく(腐敗臭もなし)、完全に変質
が阻止された。
As can be seen from Fig. 1, a considerable number of bacteria proliferate with the addition of the compound of the present invention as time passes, whereas with the addition of 0.05% of the additive, the growth of viable bacteria is considerably suppressed, and the growth of viable bacteria is suppressed to 0.1% or more. In all cases, the bacteria were completely killed, and no viable bacteria were detected even after several days had passed. In addition, in terms of appearance, the additive-free product gradually turned black and exhibited deterioration and putrefaction (there was a putrid odor), but the additives containing 0.1% or more of the compound of the present invention showed no change from the start of the test (no putrid odor). ), the alteration was completely prevented.

このように、本発明に用いられる化合物を添加
したコンクリート混和剤で処理したコンクリート
は、混和剤自体が防腐処理されているため、外
観、臭いなどに何の問題もなく、十分使用するこ
とができたが、夏期高温時に貯蔵後の無処理コン
クリート混和剤を使用した場合、(1)カビや酵母や
細菌等の微生物が混和剤中に発生し、特にタンク
の縁や表面に発生してフロツク状になり細い配管
をつまらせることがある、(2)混和剤の変質によつ
てコンクリートに一定量の混和剤を混ぜる時、計
量のゲージが不正確になる、(3)腐つた場合、腐敗
臭がひどく色も黒ずんで混和剤としての商品価値
を著しく損なう、などの欠点があり、コンクリー
ト工事の使用には著しく耐えられなかつた。
In this way, concrete treated with a concrete admixture containing the compound used in the present invention can be used satisfactorily without any problems with appearance or odor because the admixture itself is preservative-treated. However, if an untreated concrete admixture is used after storage during high temperatures in the summer, (1) microorganisms such as mold, yeast, and bacteria will form in the admixture, especially on the edges and surfaces of the tank, causing a floc-like appearance. (2) Due to deterioration of the admixture, the measuring gauge becomes inaccurate when a certain amount of admixture is mixed with concrete. (3) If it rots, it may cause a rotten odor. It had drawbacks such as severe color and darkening, which significantly impaired its commercial value as an admixture, making it extremely difficult to withstand use in concrete construction.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は、本発明方法により達せられる効果を
示したグラフである。横軸は経過日数(週)であ
り、縦軸は生菌数(個/ml)である。図中、○―
―○は本発明の化合物0.1%、0.5%、1.0%の添加
物、●――●は0.05%の添加物、また、×――×は無
添加物を示す。
FIG. 1 is a graph showing the effect achieved by the method of the invention. The horizontal axis is the number of elapsed days (weeks), and the vertical axis is the number of viable bacteria (cells/ml). In the diagram, ○―
--○ indicates additives of 0.1%, 0.5%, and 1.0% of the compound of the present invention, ●---● indicates additives of 0.05%, and ×---× indicates no additives.

Claims (1)

【特許請求の範囲】[Claims] 1 ヘキサヒドロ−1,3,5−トリス(2−ヒ
ドロキシエチル)−s−トリアジンを添加するこ
とを特徴とするコンクリート混和剤の変質防止
法。
1. A method for preventing deterioration of a concrete admixture, which comprises adding hexahydro-1,3,5-tris(2-hydroxyethyl)-s-triazine.
JP13478179A 1979-10-18 1979-10-18 Concrete admixing agent denaturization prevention Granted JPS5659661A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13478179A JPS5659661A (en) 1979-10-18 1979-10-18 Concrete admixing agent denaturization prevention

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13478179A JPS5659661A (en) 1979-10-18 1979-10-18 Concrete admixing agent denaturization prevention

Publications (2)

Publication Number Publication Date
JPS5659661A JPS5659661A (en) 1981-05-23
JPS6339537B2 true JPS6339537B2 (en) 1988-08-05

Family

ID=15136397

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13478179A Granted JPS5659661A (en) 1979-10-18 1979-10-18 Concrete admixing agent denaturization prevention

Country Status (1)

Country Link
JP (1) JPS5659661A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01301214A (en) * 1988-05-31 1989-12-05 Mitsubishi Gas Chem Co Inc Manufacture of copper-plated panel

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2576591B1 (en) * 1985-01-29 1992-04-17 Schlumberger Cie Dowell CEMENT COMPOSITIONS FOR WELL CEMENTING FOR FIGHTING AGAINST PRESSURE GAS PATHWAY IN THE CEMENT-BASED DIRECTORY BY "RIGHT-ANGLE" TAP
JPH01188449A (en) * 1988-01-20 1989-07-27 Nisso Masutaabirudaazu Kk Admixture for ultrastiff concrete
JP6343747B2 (en) * 2016-10-03 2018-06-20 株式会社片山化学工業研究所 Anti-caking method of granulated blast furnace slag and aqueous solution of anti-caking agent used therefor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01301214A (en) * 1988-05-31 1989-12-05 Mitsubishi Gas Chem Co Inc Manufacture of copper-plated panel

Also Published As

Publication number Publication date
JPS5659661A (en) 1981-05-23

Similar Documents

Publication Publication Date Title
CN105347726B (en) A kind of anti-corrosion high-thin arch dam polycarboxylate composite water reducing agent and preparation method and application
US4961790A (en) Concrete admixture device and method of using same
Yang et al. Properties of concrete with a new type of saponin air-entraining agent
US4488910A (en) Admixture for nonplastic cement mixes and method
CN105461349B (en) A kind of resistance for steel fiber reinforced concrete top layer is become rusty hardening agent and preparation method thereof
CN103304181B (en) Early strength polycarboxylic acid high performance dehydragent
CN104529232B (en) Polycarboxylate composite water reducing agent, preparation method and using method thereof for high carbon content concrete
US4737193A (en) Chemical additive for hydraulic cement mixes
CN109665742A (en) A kind of viscosity reduction type concrete admixture and preparation method thereof based on marble mountain flour
JP2023515414A (en) Improved concrete composition and method of making same
JPS62180741A (en) Dispersion of silica fumes in water
JPS6339537B2 (en)
CN104478285B (en) A kind of it is applied to the activation reinforcing agent of cement concrete, purposes and preparation method thereof
EP0024854A1 (en) Hydraulic cements and method of their production
JP2004123437A (en) Material and method of repairing concrete crack
US4689083A (en) Chemical additive for hydraulic cement mixes
CN107285662B (en) A kind of collapse protection type concrete pump-feed agent
CN106007468B (en) A kind of concrete composite strengthening water reducer and preparation method thereof
CN110240433B (en) Composite cement additive, composite cement-based material and preparation method thereof
SU1733422A1 (en) Complex additive for concrete mixture
RU2187480C1 (en) Integrated additive for concretes and cement mortars
US20160221884A1 (en) Concrete formulations and admixtures therefor
US2236251A (en) Cement mix
CN112521048B (en) Formaldehyde-free anti-corrosion and sterilization composition for polycarboxylic acid water reducing agent and preparation method thereof
Zhang et al. On the Principle and Application of Concrete Admixtures