JPS63159245A - Mortar composition - Google Patents

Mortar composition

Info

Publication number
JPS63159245A
JPS63159245A JP30550786A JP30550786A JPS63159245A JP S63159245 A JPS63159245 A JP S63159245A JP 30550786 A JP30550786 A JP 30550786A JP 30550786 A JP30550786 A JP 30550786A JP S63159245 A JPS63159245 A JP S63159245A
Authority
JP
Japan
Prior art keywords
acid
weight
test
water
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.)
Granted
Application number
JP30550786A
Other languages
Japanese (ja)
Other versions
JPH07110776B2 (en
Inventor
佐藤 輝行
新緑 酒井
誠 福田
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.)
Resonac Holdings Corp
Original Assignee
Showa Denko 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 Showa Denko KK filed Critical Showa Denko KK
Priority to JP30550786A priority Critical patent/JPH07110776B2/en
Publication of JPS63159245A publication Critical patent/JPS63159245A/en
Publication of JPH07110776B2 publication Critical patent/JPH07110776B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は土木建築分野において、特に防水剤躯体養護剤
・接着剤等としての用途があるモルタル組成物に関する
ものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a mortar composition that is used in the field of civil engineering and construction, particularly as a waterproofing agent, a protective agent for a frame, an adhesive, and the like.

[従来の技術] セメント系を主とした無機系の防水剤としては、通常の
砂モルタルに硅酸ソーダ、塩化カルシウム等を添加した
防水モルタル、又、ポゾラン反応を利用した無機質塗布
型防水モルタル、又、ポルトランドセメントに適宜の骨
材及び合成高分子系エマルジョン及び水を配合したポリ
マーセメントモルタルが公知である。
[Prior Art] Inorganic waterproofing agents mainly based on cement include waterproofing mortar made by adding sodium silicate, calcium chloride, etc. to ordinary sand mortar, and inorganic coated waterproofing mortar using pozzolanic reaction. Also, a polymer cement mortar prepared by blending Portland cement with a suitable aggregate, a synthetic polymer emulsion, and water is known.

このモルタルは土木・建築分野の多岐にわたって使用さ
れ、防水剤としては地下内外壁、貯水槽、受水槽、浄化
槽、汚水処理場、ベランダ、清掃工場、蓄熱槽、建屋外
壁、各種サイロ等に使用されている。
This mortar is used in a wide range of civil engineering and construction fields, and as a waterproofing agent, it is used for underground and interior walls, water storage tanks, water receiving tanks, septic tanks, sewage treatment plants, balconies, incineration plants, heat storage tanks, building exterior walls, and various silos. ing.

[発明が解決しようとする問題点] しかし前記のモルタルは一般には耐薬品性をみるとアル
カリ側に対しては化学的抵抗性を示すが酸性物質に対し
ては非常に弱い。したがって、下水処理場・し尿処理施
設・産業廃棄物処理施設・酸性土壌に築造される構築物
などに対しては2〜3年でこのモルタルの侵蝕が著しく
使用不能となっている。
[Problems to be Solved by the Invention] However, in terms of chemical resistance, the mortar generally exhibits chemical resistance to alkalis, but is very weak to acidic substances. Therefore, this mortar becomes severely eroded and becomes unusable in 2 to 3 years for sewage treatment plants, human waste treatment facilities, industrial waste treatment facilities, and structures built on acidic soil.

又、前記のモルタルは下地躯体・環境条件によって接着
不良を生じることがあり、又、油で濡れたコンクリート
とは接着せず下地処理を充分に行なう必要がある。
In addition, the mortar described above may have poor adhesion depending on the underlying structure and environmental conditions, and it does not adhere to oil-wet concrete, so sufficient ground preparation is required.

更に海岸梢遺物等(こ使用する場合、海水中にある塩素
イオンの浸入を防止する材料としては不充分である事が
多い。
In addition, beach tree relics, etc. (when used, they are often insufficient as a material to prevent the infiltration of chlorine ions in seawater).

[問題点を解決するための手段] 上記問題を解決するために本件発明者等は耐薬品性のす
ぐれた特定の合成高分子系エマルジョンを含む、特定の
組み合わせのモルタル組成物が耐薬品性にすぐれ防水剤
として有効であり、かつコンクリート構造物を中性化反
応・塩害から保護する躯体養護剤となり、さらにコンク
リートとの接着強度が非常に高く、又油潤面コンクリー
トとの接着にすぐれていることを見出し、本発明を完成
した。
[Means for Solving the Problems] In order to solve the above problems, the inventors of the present invention have developed a mortar composition with a specific combination containing a specific synthetic polymer emulsion with excellent chemical resistance. It is effective as an excellent waterproofing agent, and also serves as a frame care agent that protects concrete structures from neutralization reactions and salt damage.Furthermore, it has extremely high adhesive strength with concrete, and has excellent adhesion with oil-wet concrete. They discovered this and completed the present invention.

本件発明のモルタル組成物はポルトランドセメントが2
0〜40重量%、骨材が30〜50重量%、シリカが3
〜8重量%、顔料が1〜4重量%、エポキシ樹脂系高分
子エマルジョン(樹脂固形分)が10〜20重景%、及
び水が10〜20重量%の組成より成るものである。
The mortar composition of the present invention contains 2 Portland cements.
0-40% by weight, 30-50% by weight of aggregate, 3% by weight of silica
8% by weight, 1-4% by weight of pigment, 10-20% by weight of epoxy resin polymer emulsion (resin solid content), and 10-20% by weight of water.

[発明の構成および作用コ 以下本件発明の構成を詳しく記述する。[Configuration and operational components of the invention] The configuration of the present invention will be described in detail below.

本件発明のモルタル組成物はポルトランドセメント、骨
材、活性シリカ、顔料及び合成高分子系エマルジョンと
水を必須成分として含有している。
The mortar composition of the present invention contains Portland cement, aggregate, activated silica, pigment, synthetic polymer emulsion, and water as essential components.

ポルトランドセメントとしては背通ポルトランドセメン
ト・早強ポルトランドセメントもしくは白色ポルトラン
ドセメント等の使用が可能であり、又、中庸熱、高炉セ
メントやアルミナセメント、超速硬セメントも有効であ
る セメントの使用量は20〜40重景%でありセメントの
量が20重量%より少ないと強度の低下が著しく又40
1量%をこえると収aXが大きくなる。使用する骨材と
しては本材料は通常1〜51111ml厚で使用するた
めに一般に珪砂の3号、4号、5号、6号、7号等が用
いられる。
As portland cement, it is possible to use back-through portland cement, early-strength portland cement, or white portland cement, and moderate heat, blast furnace cement, alumina cement, and ultra-fast hardening cement are also effective.The amount of cement used is 20~ If the amount of cement is less than 20% by weight, the strength will decrease significantly.
If it exceeds 1% by volume, the yield aX increases. The aggregate used is generally silica sand No. 3, No. 4, No. 5, No. 6, No. 7, etc., since this material is usually used in a thickness of 1 to 51111 ml.

シリカは粉末状のものが使用されるが、細かい粉末で5
μm以下のものが好ましい、シリカとして例えばシリコ
ンやシリコン合金を製造する際に副生ずるシリカヒユー
ムやシリカ質ダスト等が好適に使用される。
Powdered silica is used, but fine powder
The silica preferably has a particle diameter of less than .mu.m. For example, silica fume, siliceous dust, etc., which are produced as by-products during the production of silicon or silicon alloys, are preferably used.

シリカの使用量は3〜8重量%であり、耐久性耐水性を
向上するのに効果がある。
The amount of silica used is 3 to 8% by weight, which is effective in improving durability and water resistance.

しかし3重量%より低いと効果がでず、ス8重量%を超
えると水添加量が増大しかつモルタル組成物の流動性が
悪くなって作業性が大幅に低下する。
However, if it is less than 3% by weight, no effect will be obtained, and if it exceeds 8% by weight, the amount of water added will increase and the fluidity of the mortar composition will deteriorate, resulting in a significant decrease in workability.

又、顔料としてはユーザーの要望により各種顔料を混入
して目的の色とするが、本モルタル組成物の場合は白色
系の顔料(チタンホワイト)を1〜4重量%混入すると
コンクリート躯体と近い仕上りの色となる。
In addition, various pigments are mixed in according to the user's request to achieve the desired color, but in the case of this mortar composition, when 1 to 4% by weight of a white pigment (titanium white) is mixed in, the finish is similar to that of a concrete structure. The color will be .

合成高分子系エマルジョン(樹脂固形分)は10〜20
重量%が好ましく、10重量%より低いと防水性能・中
性化性能、耐塩害・耐薬品性が不充分である。
Synthetic polymer emulsion (resin solid content) is 10-20
The percentage by weight is preferable, and if it is less than 10% by weight, the waterproof performance, carbonation performance, salt damage resistance, and chemical resistance will be insufficient.

しかし20重量%をこえると上記性能は非常に良好であ
るが、モルタルの強度発現がおくれ、施工時の作業性が
非常に悪くなる。
However, if it exceeds 20% by weight, although the above performance is very good, the strength development of the mortar is delayed and the workability during construction becomes very poor.

水の添加量はユーザーの作業軟度に合わせて調整される
The amount of water added is adjusted according to the user's working softness.

合成高分子系エマルジョンとしては例えば、アクリル系
高分子エマルジョン・酢酸ビニル系高分子、エマルジョ
ン・SBR系高分子エマルジョン・エチレン−酢酸ビニ
ル系高分子エマルジョン・スチレン−アクリル系高分子
エマルジョン及びエポキシ樹脂系高分子エマルジョン等
があ4+ るが、本不発明においては、手中キヤエボキシ樹脂系エ
マルジョンが好適である。このエポキシ樹脂系エマルジ
ョンは主剤と硬化剤で構成されており必須成分としては
次のものを含有している。
Examples of synthetic polymer emulsions include acrylic polymer emulsions, vinyl acetate polymers, emulsions, SBR polymer emulsions, ethylene-vinyl acetate polymer emulsions, styrene-acrylic polymer emulsions, and epoxy resin polymers. Although there are molecular emulsions and the like, in the present invention, hand-held epoxy resin emulsions are preferred. This epoxy resin emulsion is composed of a main resin and a curing agent, and contains the following essential components.

主剤はビスフェノールAに大過剰のエビロルヒドリンを
アルカリの存在下で反応させて製造されるエポキシ当量
が170〜270の液状のビスフェノール系エポキシ樹
脂であって、当業者にとっては公知の方法で製造するこ
とが出来るものである。
The main ingredient is a liquid bisphenol-based epoxy resin with an epoxy equivalent of 170 to 270, which is produced by reacting bisphenol A with a large excess of evilorhydrin in the presence of an alkali, and can be produced by a method known to those skilled in the art. It is possible.

これらの市場品としてはエボダイトEL−1、エボダイ
トEL−2(昭和高分子製)、エビコート808、エピ
コート828(油化シェルエポキシ製)エボトートYD
−115、エボトートYD−117(東都化成製)等が
ある。
These commercial products include Evodite EL-1, Evodite EL-2 (manufactured by Showa Kobunshi), Ebikoat 808, Epicoat 828 (manufactured by Yuka Shell Epoxy), and Evototo YD.
-115, Evototo YD-117 (manufactured by Toto Kasei), etc.

硬化剤は水分散性もしくは水溶解性のポリアミドアミン
樹脂である。ポリアミドアミン樹脂は基本的には(1)
重合脂肪酸と(2)ポリアルキレンポリアミンおよび(
3)その他の変性剤を用い150〜250℃で0.5〜
15時間必要に応じては減圧下で反応して得られる。
The curing agent is a water-dispersible or water-soluble polyamide amine resin. Polyamide amine resin is basically (1)
Polymerized fatty acid and (2) polyalkylene polyamine and (
3) 0.5~ at 150~250℃ using other modifiers
It is obtained by reacting for 15 hours under reduced pressure if necessary.

(1)重合脂肪酸とは大豆油、綿実油、ナタネ油、脱水
しマシ油、トール油、アマニ油、ココナツ油、紅花油、
米ぬか油、牛脂、サワラ油の主成分であるリノール酸、
オレイン酸等をディールス・アドラー反応して得られる
ダイア−酸を主成分として少量のトリマー酸とモノマー
酸を含んだものである。
(1) Polymerized fatty acids are soybean oil, cottonseed oil, rapeseed oil, dehydrated mustard oil, tall oil, linseed oil, coconut oil, safflower oil,
Linoleic acid, the main component of rice bran oil, beef tallow, and Spanish mackerel oil,
The main component is dia-acid obtained by the Diels-Adler reaction of oleic acid, etc., and contains small amounts of trimer acid and monomer acid.

(2)ポリアルキレンポリアミンは、エチレンジアミン
、ジエチレントリアミン、トリエチレンテトラミン、テ
トラエチレンペンタミン等である。
(2) Polyalkylene polyamines include ethylenediamine, diethylenetriamine, triethylenetetramine, and tetraethylenepentamine.

(3)その他の変性剤としては■酢酸、カプリル酸ステ
アリン酸、オレイン酸、安息香酸等のモノカルボン酸あ
るいはオキザル酸、マレイン酸、コハク酸、マゼライン
酸、ジエチルマロン酸、アジピン酸、イソフタール酸、
テレフタール酸等のジカルボン酸■グリシン、β−アラ
ニン、γ−アミノブチル酸、ε−アミノカプロン酸の如
きアミノ酸およびこれらのラクタム類、■重合脂肪酸の
エステル■アクリロニトリル、アクリル酸エステル■イ
ソホロンジアミン等の環状脂肪族アミン■キシレンジア
ミン等の芳香族アミン等である。これらの水分散性もし
くは水溶解性のポリアミドアミン樹脂の市販品としては
SDK#l、SDK#2 (昭和ミニ−昭和高分子製)
、トーマイド245(富士化成製)エビリンク360、
エビリンク380(アクゾ・ヘミー製)、アデカハード
ナーEH−203、アデカハードナーEH−204R等
があげられる。エポキシ樹脂とポリアミドアミン樹脂の
比率はエポキシ樹脂のエポキシ当量とポリアミドアミン
樹脂のアミン価とポリマー組成に依って異なるが100
:80〜100:20程度であるが通常は100ニア0
〜100:40程度である。
(3) Other modifiers include monocarboxylic acids such as acetic acid, caprylic acid, stearic acid, oleic acid, benzoic acid, or oxalic acid, maleic acid, succinic acid, mazelaic acid, diethylmalonic acid, adipic acid, isophthalic acid,
Dicarboxylic acids such as terephthalic acid ■ Amino acids such as glycine, β-alanine, γ-aminobutyric acid, and ε-aminocaproic acid and their lactams ■ Esters of polymerized fatty acids ■ Acrylonitrile, acrylic acid esters ■ Cyclic fats such as isophorone diamine Group amines (1) Aromatic amines such as xylene diamine. Commercial products of these water-dispersible or water-soluble polyamide amine resins include SDK #1 and SDK #2 (Showa Mini - manufactured by Showa Kobunshi).
, Tomide 245 (manufactured by Fuji Kasei) Ebilink 360,
Examples include Ebilink 380 (manufactured by Akzo Hemy), Adeka Hardener EH-203, and Adeka Hardener EH-204R. The ratio of epoxy resin and polyamide amine resin varies depending on the epoxy equivalent of the epoxy resin, the amine value of the polyamide amine resin, and the polymer composition, but it is 100%.
:80~100:20, but usually 100 near 0
~100:40 or so.

[実 施 例] 以下本件発明の効果を明瞭にするための実施例について
説明するが本件発明の技術的範囲はこれに限定されるも
のではない。
[Example] Examples will be described below to clarify the effects of the present invention, but the technical scope of the present invention is not limited thereto.

実施例において使用した材料は第1表に記載したA、B
、Cの3種類であり、合成高分子系エマルジョンのみを
変化させた。Aは本件発明の組成物であり配合B、Cは
比較用で、Bは市販のエチレン−酢酸ビニル系高分子エ
マルジョン(略称EVA) 、Cは市販のSBR型エマ
ルジョン(略称5DR)を使用した。エポキシ樹脂系高
分子エマルジョンAの作り方は次の方法である。
The materials used in the examples were A and B listed in Table 1.
, C, and only the synthetic polymer emulsion was changed. A is the composition of the present invention, formulations B and C are for comparison, B is a commercially available ethylene-vinyl acetate polymer emulsion (abbreviated as EVA), and C is a commercially available SBR type emulsion (abbreviated as 5DR). The epoxy resin polymer emulsion A is prepared in the following manner.

SDK#l  15−を水60眩に溶解したポリアミド
アミン水溶液にエボダイトE L −125kgを加え
ハンドミキサーにて5分間撹拌し40%のエポキシ樹脂
とポリアミドアミン樹脂からなるエポキシ樹脂系高分子
エマルジョン100 kgを得た。
Add 125 kg of Evodite EL-1 to a polyamide amine aqueous solution prepared by dissolving SDK #l 15- in 60 ml of water and stir for 5 minutes with a hand mixer to create 100 kg of an epoxy resin polymer emulsion consisting of 40% epoxy resin and polyamide amine resin. I got it.

第  1  表 つぎに本実施例における試験項目としては接着強度試験
、透水試験、耐薬品性試験、塩水噴霧試験、中性化促進
試験、油潤面コンクリートとの接着強度試験を実施した
Table 1 Next, as test items in this example, an adhesive strength test, a water permeability test, a chemical resistance test, a salt spray test, a neutralization acceleration test, and an adhesive strength test with oil-wet concrete were conducted.

〔接着強度試験〕[Adhesive strength test]

試験はJ I S  A6909に準拠して実施した。 The test was conducted in accordance with JIS A6909.

コンクリート歩道板(J I S  A3304)に3
種の材料を2 kg/ m 2塗布しこれを温度20°
C1湿度65%RHの養生室に4週間静置して接着強変
の測定を行なった。その結果は第2表に示す通りである
3 on concrete sidewalk board (JIS A3304)
Apply 2 kg/m2 of seed material and keep it at a temperature of 20°.
C1 was left standing in a curing room with a humidity of 65% RH for 4 weeks, and the change in adhesive strength was measured. The results are shown in Table 2.

第   2   表 本結果より本発明品Aは比較品B、Cに比べて接着強度
は圧倒的に高く良好である。
Table 2 From the results, the adhesive strength of the product A of the present invention is overwhelmingly higher and better than that of the comparative products B and C.

〔透水試験〕[Water permeability test]

t   φ儂/I1 1/3砂モルタルの成型板(40X150    )に
本発明品A、比較品B、Cを2 kg / m 2塗布
したものを試験体とし温度20℃、湿度65%RHで2
1日間養生を実施してから測定を行なった。尚、透水試
験はJIS  A1404r建築用セメント防水剤の試
験方法」に準拠した。
t φ儂/I1 1/3 Sand mortar molded plate (40 x 150) coated with 2 kg/m2 of the invention product A and comparative products B and C was used as a test specimen at a temperature of 20°C and a humidity of 65% RH.
Measurements were performed after curing for one day. The water permeability test was conducted in accordance with JIS A1404r "Test method for cement waterproofing agents for construction".

又、水圧は3kJr/am2で加圧時間111rかけ結
果は透水増加量で表わす。
Further, the water pressure is 3 kJr/am2, the pressurization time is 111 r, and the result is expressed as the amount of water permeation increase.

透水増加i=w2−w1 Wl :透水試験を実施する前の重量(g)W2:透水
試験実施直後の重量(g) 本試験の結果を第3表に示します。
Water permeability increase i=w2-w1 Wl: Weight before water permeability test (g) W2: Weight immediately after water permeability test (g) The results of this test are shown in Table 3.

第   3   表 透水比は防水剤を塗布していないブレーンの透水増加量
を100とした場合の数値である。
The water permeability ratio in Table 3 is the value when the increase in water permeability of the brane to which no waterproofing agent is applied is set as 100.

ブレーン100に対して本発明品は0,44、比較品B
、Cは0.83と本発明品の防水性能がすぐれている事
が判明しな。
Inventive product is 0.44 compared to Blaine 100, comparative product B
, C was 0.83, indicating that the product of the present invention had excellent waterproof performance.

〔耐薬品性試験〕[Chemical resistance test]

コンクリート歩道板(J I S  A3304)に本
発明品A及び比較品B、Cを各々2kt/m2塗布しこ
れを温度20℃、湿度65%RHの養生品に4週間静置
したものを試験品とした。
The test product was a concrete sidewalk board (JIS A3304) coated with 2 kt/m2 of each of the invention product A and comparative products B and C, and left for 4 weeks in a curing product at a temperature of 20°C and a humidity of 65% RH. And so.

試験の概要を第1図に示す、薬品浸漬槽8はpHが一定
に保たれており、撹拌機7で均一に撹拌されている。1
は塩酸又は硫酸の供給槽であり酸供給ポンプ2を介して
薬品浸漬槽8に導かれている。
The outline of the test is shown in FIG. 1. The pH of the chemical immersion tank 8 is kept constant and the chemical is uniformly stirred by a stirrer 7. 1
is a supply tank for hydrochloric acid or sulfuric acid, which is led to a chemical immersion tank 8 via an acid supply pump 2.

3は水道源である。pHを一定に保つにはpH記録調節
計6によって酸調節弁4又は水道水調節弁5の自動開閉
によってなされる。11は循環ポンプであり、液面調節
計9によって排液調節弁10が自動開閉して、液の一部
はビット12に排出される。
3 is the water source. The pH is maintained constant by automatically opening and closing the acid control valve 4 or the tap water control valve 5 using the pH recording controller 6. Reference numeral 11 denotes a circulation pump, and a liquid level controller 9 automatically opens and closes a drain control valve 10 to discharge a portion of the liquid to a bit 12.

試験はAモルタル塗布板13.8モルタル塗布板14、
Cモルタル塗布板15を薬品浸漬槽8にpHが4、温度
が30°Cの条件で6ケ月間浸漬させることによって行
った。酸は塩酸及びfJt酸を使用した。
The test was A mortar coated plate 13.8 mortar coated plate 14,
The test was carried out by immersing the C mortar coated plate 15 in the chemical immersion tank 8 at a pH of 4 and a temperature of 30° C. for 6 months. Hydrochloric acid and fJt acid were used as acids.

試験結果は塩酸、硫酸ともほぼ同様であり、本発明品A
は表面が茶変したにとどまり表面硬度は全く異常が見ら
れなかったが、比較品B、Cは手でこすっただけでモル
タル層が簡単に剥離してきた。尚この材料を塗布した下
地のコンクリート歩道板は劣化が著しかった。この結果
より本発明品Aは比較品B、Cに比べて各段に優れてい
ることが判明した。
The test results were almost the same for hydrochloric acid and sulfuric acid, and product A of the present invention
Although the surface of Comparative Products B and C was only brownish and no abnormality was observed in surface hardness, the mortar layer of Comparative Products B and C peeled off easily when rubbed by hand. Furthermore, the underlying concrete sidewalk boards coated with this material had deteriorated significantly. The results revealed that product A of the present invention was significantly superior to comparative products B and C.

〔塩水噴霧試験〕[Salt spray test]

試験方法はJ I S  Z2371に準拠した。試験
体は鋼板を用いこの鋼板に各種材料を2kg/m2塗布
し、これを温度20゛C1湿度65%RHの養生室に2
週間静置してから塩水噴霧試験槽へ入れた。尚、塩水r
I14Mの条件は温度35℃、湿度95%FIN、塩水
の濃度5重量%、噴霧用圧力1.0賭/口2である。
The test method was based on JIS Z2371. The test specimen was a steel plate. Various materials were applied to the steel plate at 2 kg/m2, and this was placed in a curing room at a temperature of 20°C and a humidity of 65% RH.
After allowing it to stand for a week, it was placed in a salt spray test tank. In addition, salt water
The conditions for I14M are a temperature of 35° C., a humidity of 95% FIN, a concentration of salt water of 5% by weight, and a spray pressure of 1.0 parts/port 2.

塩水噴霧時間は1000tlrと2000Hrで実施し
、発錆率と膨れの状況を調査した。
The salt water spraying time was 1000 tlr and 2000 hr, and the rusting rate and blistering condition were investigated.

この結果については第4表に示す。The results are shown in Table 4.

第   4   表 発明品Aは比較品B、Cに比して塩水噴霧時間2000
Hr時で発錆率は0%でありかつ膨れの現象は全く生じ
なかった。
Table 4 Invention product A has a salt water spraying time of 2000 compared to comparative products B and C.
The rusting rate was 0% at hr, and no blistering phenomenon occurred.

〔中性化促進試験〕[Neutralization acceleration test]

1/3砂モルタル成型体(100x 100 X 40
0 ram )の全面に本発明品A、比較品B、Cを全
面に2kg/m2で塗布し温度20℃、湿度65%RH
の気中養生を2週間実施したものを試験体とした。!!
生後の試験体を中性化促進装置(温度40℃、湿度40
%RH1炭酸ガス濃度10%)内に放置し、3ケ月間経
過後、取り出し切断してフェノールフタレイン溶液を散
布し中性化深さを測定した。
1/3 sand mortar molded body (100 x 100 x 40
Inventive product A, comparative products B and C were applied at 2 kg/m2 to the entire surface of a 0 ram) at a temperature of 20°C and a humidity of 65% RH.
The specimens were subjected to air curing for two weeks. ! !
The post-natal test specimen was placed in a neutralization accelerator (temperature 40°C, humidity 40°C).
%RH1 (carbon dioxide gas concentration 10%), and after three months had elapsed, it was taken out and cut, and a phenolphthalein solution was sprinkled on it to measure the depth of carbonation.

結果を第5表に示す。The results are shown in Table 5.

第   5   表 発明品Aと比較品Bは比較品Cに比べて中性化深さが小
さく良好であった。
Table 5 Inventive product A and comparative product B had a smaller carbonation depth than comparative product C and were better.

〔油潤面コンクリートとの接着強度試験〕試験はJ L
 S  A6909に準拠して実施した。コンクリート
歩道板(J I S  A3304)を機械油に10日
間完全浸漬した。その後本コンクリートを油中から取り
だし、3!!の材料を2に+r/m2塗布し、これを温
度20℃、湿度65%RHの養生室に4週間静置して接
着強度の測定を実施した。
[Adhesive strength test with oil-wet surface concrete] The test was conducted by JL.
It was carried out in accordance with SA6909. A concrete sidewalk board (JIS A3304) was completely immersed in machine oil for 10 days. After that, the actual concrete was taken out from the oil and 3! ! The above material was applied +r/m2 onto 2, and the adhesive strength was measured by leaving it in a curing room at a temperature of 20° C. and a humidity of 65% RH for 4 weeks.

その結果は第6表の通りである。The results are shown in Table 6.

第   6   表 本結果より発明品Aは油潤面コンクリートとの接着性は
良好であるが比較品B、Cは油潤面コンクリートとは全
く接着しない事が判明した。
Table 6 From the results, it was found that invention product A had good adhesion to oil-wet concrete, but comparative products B and C did not adhere to oil-wet concrete at all.

[発明の効果] 本発明のモルタル組成物は耐薬品性、防水性、籍体fi
護性、接着性にすぐれているため土木・建築分野におけ
る防水剤、蝙体養護剤、接着剤として有効な用途がある
[Effects of the invention] The mortar composition of the present invention has excellent chemical resistance, waterproof property, and
Because of its excellent protective and adhesive properties, it is useful as a waterproofing agent, a frog protectant, and an adhesive in the civil engineering and construction fields.

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

第1図は実施例の耐薬品性試験の方法を示す概要図であ
る。 1・・・塩酸又は硫酸の供給槽 2・・・酸供給捨i′t、O〉フ03・・・水道源4・
・・酸調節弁    5・・・水道調節弁6・・・pH
記録調節計    7・・・撹 拌 機8・・・薬品浸
漬槽    9・・・液面調節計10・・・排液調節弁
    11・・・循環ポンプ12・・・ビ ッ ト
FIG. 1 is a schematic diagram showing the method of chemical resistance testing of Examples. 1... Hydrochloric acid or sulfuric acid supply tank 2... Acid supply disposal i't, O〉fu 03... Water source 4.
・・Acid control valve 5・Water water control valve 6・pH
Recording controller 7... Stirrer 8... Chemical immersion tank 9... Liquid level controller 10... Drainage control valve 11... Circulation pump 12... Bit

Claims (1)

【特許請求の範囲】 (イ)ポルトランドセメント 20〜40重量% (ロ)骨材 30〜50重量% (ハ)シリカ 3〜8重量% (ニ)顔料 1〜4重量% (ホ)エポキシ樹脂系高分子エマルジョン (樹脂固形分)10〜20重量% (ヘ)水 10〜20重量% とからなるモルタル組成物。[Claims] (a) Portland cement 20-40% by weight (b) Aggregate 30-50% by weight (c) Silica 3-8% by weight (d) Pigment 1-4% by weight (e) Epoxy resin polymer emulsion (Resin solid content) 10-20% by weight (f) Water 10-20% by weight A mortar composition consisting of.
JP30550786A 1986-12-23 1986-12-23 Mortar composition Expired - Lifetime JPH07110776B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30550786A JPH07110776B2 (en) 1986-12-23 1986-12-23 Mortar composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30550786A JPH07110776B2 (en) 1986-12-23 1986-12-23 Mortar composition

Publications (2)

Publication Number Publication Date
JPS63159245A true JPS63159245A (en) 1988-07-02
JPH07110776B2 JPH07110776B2 (en) 1995-11-29

Family

ID=17945988

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30550786A Expired - Lifetime JPH07110776B2 (en) 1986-12-23 1986-12-23 Mortar composition

Country Status (1)

Country Link
JP (1) JPH07110776B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02192446A (en) * 1989-01-19 1990-07-30 Nippon Cement Co Ltd Production of hardened cement material
ES2174691A1 (en) * 1999-09-20 2002-11-01 Martinez Juan Jose Herraiz Colored product for e.g. covering stone walls or paving, comprises granular product decorated with chromatic mixture of resin, pigment and solvent
JP2007277047A (en) * 2006-04-07 2007-10-25 Ube Ind Ltd Polymer cement composition

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02192446A (en) * 1989-01-19 1990-07-30 Nippon Cement Co Ltd Production of hardened cement material
ES2174691A1 (en) * 1999-09-20 2002-11-01 Martinez Juan Jose Herraiz Colored product for e.g. covering stone walls or paving, comprises granular product decorated with chromatic mixture of resin, pigment and solvent
JP2007277047A (en) * 2006-04-07 2007-10-25 Ube Ind Ltd Polymer cement composition

Also Published As

Publication number Publication date
JPH07110776B2 (en) 1995-11-29

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