JPH0350146A - Mortar composition - Google Patents

Mortar composition

Info

Publication number
JPH0350146A
JPH0350146A JP18387289A JP18387289A JPH0350146A JP H0350146 A JPH0350146 A JP H0350146A JP 18387289 A JP18387289 A JP 18387289A JP 18387289 A JP18387289 A JP 18387289A JP H0350146 A JPH0350146 A JP H0350146A
Authority
JP
Japan
Prior art keywords
ratio
mortar
component
weight
low
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.)
Pending
Application number
JP18387289A
Other languages
Japanese (ja)
Inventor
Teruyuki Sato
佐藤 輝行
Shinriyoku Sakai
新緑 酒井
Makoto Fukuda
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 JP18387289A priority Critical patent/JPH0350146A/en
Publication of JPH0350146A publication Critical patent/JPH0350146A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To provide the material which is extremely good as a repair material for a concrete structural body and a substrate treating material for a waterproof material by specifying the combination of the raw materials in a system formed by incorporating a synthetic high-polymer emulsion into mortar. CONSTITUTION:This mortar compsn. consists, by weight %, of 20 to 40% ordinary Portland cement (a), 4 to 10% white Portland cement (6), 4 to 10% extra fast hardening cement (c), 20 to 60% aggregate (d), 3 to 5% synthetic high-polymer emulsion (resin solid) (e), and 5 to 20% water (f). The strength decreases if the ratio of the component (a) is too low and the rate of shrinkage increases if the ratio is too high. The strength decreases and the hardened body has a gray color if the ratio of the component (b) is too low and the rate of shrinkage increases if the ratio is too high. The initial strength decreases if the ratio of the component (c) is too low and the pot life is short and the hardened body has a brown color and has the easy tendency to cracking if the ratio thereof is too high. The rate of shrinkage increases if the ratio of the component (d) is too low and the strength decreases if the ratio is too high. The waterproof performance, adhesive strength and neutralization performance are insufficient if the ratio of the component (e) is too low. The strength development of the mortar delays and the workability degrades if the ratio thereof is too high.

Description

【発明の詳細な説明】 〔産業上の利用分野J 本発明は土木建築分野におけるコンクリート構造体の補
修材及び防水材の下地処理材用のモルタル組成物に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application J] The present invention relates to a mortar composition for use as a repair material for concrete structures and as a ground preparation material for waterproofing materials in the field of civil engineering and construction.

[従来の技術〕 セメント系を主としたモルタルとしては、現場調合の砂
モルタル及びこの砂モルタルに合成高分子系エマルジョ
ンを混入した系が公知である。
[Prior Art] As mortar mainly based on cement, there are known sand mortar prepared on-site and a system in which a synthetic polymer emulsion is mixed into the sand mortar.

又、市販されている既調合モルタル及びこのモルタルに
合成高分子系エマルジョンを混入した系も知られている
Furthermore, commercially prepared mortar and a system in which a synthetic polymer emulsion is mixed into this mortar are also known.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

前記のモルタルは、−射的に防水材塗布前の下地処理材
として使用されるが、特に木コン部、セパレータ一部の
充填や、コンクリート躯体の不健全な部分であるジャン
カ、豆板、コンクリート打継部、ひびわれ等のはつり後
に充填するモルタルとして、十分満足できるものではな
い。
The above-mentioned mortar is used as a surface preparation material before applying waterproofing material, but it is especially used for filling wood concrete parts and parts of separators, and for filling unhealthy parts of concrete structures such as junkers, bean plates, and concrete pouring. It is not fully satisfactory as a mortar for filling joints, cracks, etc. after chiseling.

これらの用途においては、以下の性能が要求される。In these applications, the following performance is required.

■施工厚みは、2mm〜30mmと広範囲に亘る。■The construction thickness ranges from 2mm to 30mm.

■下地コクリート躯体との接着性が良い。■Good adhesion to the base cocrete frame.

■防水性能が高い。■High waterproof performance.

■下地コンクリート躯体と同一系統の色になる。■The color is the same as the underlying concrete structure.

■強度発現が早い(工程短縮になり、壁面施工時のだれ
がないので好ましい)。
■Fast development of strength (favorable as it shortens the process and there is no sagging during wall construction).

■可使時間が15分以上である(この時間より短いと作
業に支障をきたす)。
■Pot life is 15 minutes or more (if it is shorter than this time, work will be hindered).

しかし、これまでのモルタルには、上記の条件を全て満
足しているものはな(、例えば防水性能、接着強度が悪
く、クラックが発生し易いという問題が生じている。
However, none of the mortar to date has satisfied all of the above conditions (for example, there are problems such as poor waterproof performance, poor adhesive strength, and easy cracking).

〔課題を解決するための手段1 上記問題を解決するために本件発明者等は、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
成物が防水材の下地処理材としてすぐれている事を見出
し、本発明を完成した。
[Means for Solving the Problems 1] In order to solve the above problems, the inventors of the present invention have discovered that a specific combination of mortar compositions containing synthetic polymer emulsions is excellent as a base treatment material for waterproofing materials. The present invention has been completed.

即ち本発明は、 (イ)普通ポルトランドセメント 20〜40重量%(
ロ)白色ポルトランドセメント 4〜10重量%(ハ)
超速硬セメント       4〜10重量%(ニ)骨
材           20〜60重量%(ホ)合成
高分子系エマルジョン 3〜5重量%(樹脂固形分) (へ)水             5〜20重量%と
からなるモルタル組成物である。
That is, the present invention includes (a) 20 to 40% by weight of ordinary Portland cement (
b) White Portland cement 4-10% by weight (c)
Mortar composition consisting of ultra-fast hardening cement 4-10% by weight (d) Aggregate 20-60% by weight (e) Synthetic polymer emulsion 3-5% by weight (resin solid content) (f) Water 5-20% by weight It is a thing.

以下、本件発明の構成を詳しく説明する。Hereinafter, the configuration of the present invention will be explained in detail.

セメント、骨材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。普通ポルトランドセメント
は、世の中で知られている代表的なセメントであり、そ
の使用量は20〜40重量%であり、セメントの量が2
0重量%より少ないと強度の低下が著しく、又40重量
%をこえると収縮量が大きくなるためクラックが発生し
易い。
Contains cement, aggregate, synthetic polymer emulsion, and water as essential ingredients. Ordinary Portland cement is a typical cement known in the world, and its usage amount is 20 to 40% by weight.
If it is less than 0% by weight, the strength will drop significantly, and if it exceeds 40% by weight, the amount of shrinkage will increase and cracks will easily occur.

使用する白色ポルトランドセメントの基本的な性能は普
通ポルトランドセメントと大差はないが、決定的な相違
点はセメント硬化体の色調である。
The basic performance of the white Portland cement used is not much different from ordinary Portland cement, but the decisive difference is the color tone of the hardened cement.

即ち、普通ポルトランドセメントは灰色になるが、白色
ポルトランドセメントは白色となるため特に美観を必要
とする建造物の化粧および目地材などに広く使用されて
いる。
That is, ordinary Portland cement has a gray color, but white Portland cement has a white color and is therefore widely used as a decorative material and joint material for buildings that particularly require aesthetic appearance.

その使用量は4〜lO重量%が好ましく、白色セメント
の量が4重量%より少ないと、強度の低下及び硬化体の
色調が灰色系になる。又、10重量%をこえると白色系
に近くなるが収縮量が大きくなる。
The amount used is preferably 4 to 10% by weight; if the amount of white cement is less than 4% by weight, the strength decreases and the color tone of the cured product becomes grayish. Moreover, if it exceeds 10% by weight, the color becomes close to white, but the amount of shrinkage increases.

本発明に使用する超速硬セメントは、ジェットセメント
という名称で市販されており、注水混線後2〜3時間で
実用強度を発現し、長期にわたって強度の増進を示すセ
メントとして知られている。
The ultra-fast hardening cement used in the present invention is commercially available under the name Jet Cement, and is known as a cement that develops practical strength within 2 to 3 hours after water injection and mixing, and shows increased strength over a long period of time.

このためモルタル及びコンクリートに緊急を要する工事
の場合にジェットセメントがメインに使用されている。
For this reason, jet cement is mainly used for construction work that requires urgent use of mortar and concrete.

このセメントは3 CaO・SiO++を主成分とし、
その他に1lca04A120*・CaFz及びCa5
O+等で構成されており、代表的な化学成分の一例を第
1表に示す。
This cement has 3 CaO・SiO++ as its main component,
In addition, 1lca04A120*, CaFz and Ca5
It is composed of O+, etc., and an example of typical chemical components is shown in Table 1.

第1表 その使用量は4〜10重量%が好ましく、ジェットセメ
ントの量が4重量%より少ないと初期強度が低下し、1
0重量%をこえると強度は増進するが、可使時間が非常
に短くなり、又硬化体の色がジェットセメントの色即ち
茶褐色となって美観上好ましくない。又過剰に入るとク
ラックが発生し易い。
Table 1 The amount used is preferably 4 to 10% by weight. If the amount of jet cement is less than 4% by weight, the initial strength will decrease and 1
If it exceeds 0% by weight, the strength will be improved, but the pot life will be very short, and the color of the cured product will be the color of jet cement, that is, brownish brown, which is aesthetically undesirable. Moreover, if it is added in excess, cracks are likely to occur.

使用する骨材としては本材料は通常2〜1OIIIII
+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、8号等が用いられるが、6号以下を使用
した方が、モルタル硬化体の表面状態が平滑となり好ま
しい。
The aggregate used for this material is usually 2 to 1 OIII
Generally, silica sand No. 3, No. 4, No. 5, No. 6, No. 7, No. 8, etc. is used for use with a thickness of +, but using No. 6 or less silica sand improves the surface condition of the hardened mortar. It is smooth and preferable.

骨材の使用量は20〜60重量%が適正範囲であり、2
0重量%より少ないと強度は増大するが、収縮量が大き
くなる。60重量%をこえるとこの逆である。
The appropriate amount of aggregate to use is 20 to 60% by weight;
If it is less than 0% by weight, the strength will increase, but the amount of shrinkage will increase. The opposite is true when the content exceeds 60% by weight.

合成高分子系エマルジョン(樹脂固形分)は3〜5重量
%が好ましく、 3重量%より低いと防水性能、接着強
度、中性化性能が不充分である。
The synthetic polymer emulsion (resin solid content) is preferably 3 to 5% by weight, and if it is less than 3% by weight, waterproof performance, adhesive strength, and neutralization performance are 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
悪(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 workability during construction becomes poor.

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、SB
R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る。
Examples of polymer emulsions include acrylic polymer emulsions, vinyl acetate polymer emulsions, and SB.
Examples include R-based polymer emulsions, ethylene-vinyl acetate-based polymer emulsions, styrene-acrylic-based polymer emulsions, and epoxy resin-based polymer emulsions.

本件発明においては、上記のどの高分子エマルジョンで
も良いが、SBR系高分子エマルジョンが特に好適であ
る。
In the present invention, any of the above-mentioned polymer emulsions may be used, but SBR-based polymer emulsions are particularly preferred.

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
が、本材料は詰め材であるための固練りになる。
The amount of water added is adjusted according to the softness of the user's work, but since this material is a filling material, it will be a hard kneading.

尚1本組成物に増粘剤、例えばメチルセルローズ、又は
シリカ微粉であるシリカヒユームを添加すると作業性が
向上し、より好ましい。
Furthermore, it is more preferable to add a thickener such as methyl cellulose or silica hume, which is fine silica powder, to the composition, since this improves workability.

〔実施例及び比較例〕[Examples and comparative examples]

以下、本発明の効果を明瞭にするための実施例及び比較
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。
Examples and comparative 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.

実施例及び比較例として、試験したモルタルの配合組成
及び試験結果、評価結果を第2表に示す。
As Examples and Comparative Examples, Table 2 shows the compositions, test results, and evaluation results of the mortar tested.

使用した材料は以下の通りである。The materials used are as follows.

普通ポルトランドセメント:小野田セメント製白色ポル
トランドセメント:小野田セメント製超速硬セメント 
    :住友セメント製(商品名 ジェットセメント
) SBR系エマルジョン  :昭和電工製(ペタルルス5
B300) 珪砂6号        :鹿島産 評価項目としては可使時間、硬化体の色、接着強度試験
、透水試験、曲げ圧縮強度試験を中心に行ない、温度2
0℃、湿度65%RHの条件下で測定した。
Ordinary Portland cement: White Portland cement made by Onoda Cement: Super fast-hardening cement made by Onoda Cement
: Manufactured by Sumitomo Cement (product name: Jet Cement) SBR emulsion : Manufactured by Showa Denko (Petallus 5)
B300) Silica sand No. 6: Made in Kashima The evaluation items are pot life, color of cured product, adhesive strength test, water permeability test, bending compressive strength test, temperature 2
Measurement was carried out under conditions of 0°C, humidity and 65% RH.

試験の内容は以下の通りである。The content of the test is as follows.

硬」9(0シー 混練したモルタルの硬化体を屋外に3ケ月間放置して色
の観察を行なった。
The hardened mortar that had been kneaded was left outdoors for 3 months and its color was observed.

撓IJJL仄捌 試験はJIS A6909に準拠して実施した。コンク
リート歩道板(JIS A3304 )に6種の材料を
5mm厚施工し、28日後の接着強度の測定を行なった
The IJJL bending test was conducted in accordance with JIS A6909. Six types of materials were applied to a concrete sidewalk board (JIS A3304) to a thickness of 5 mm, and the adhesive strength was measured after 28 days.

え水星1 試験はJIS A1404に準拠して実施した。E Mercury 1 The test was conducted in accordance with JIS A1404.

21日間養生後、水圧は3 kg/ c rn”で加圧
時間はlHrから透水増加量の測定を行なった。
After curing for 21 days, the increase in water permeability was measured at a water pressure of 3 kg/crn'' and a pressurization time of 1 hour.

透水増加量=W2−W。Increase in water permeability = W2-W.

Wl :透水試験を実施する前の重N (g)W2 =
透水試験実施直後の重量(g)簸星工血菫ユ1讃 試験はJIS R5201に準拠して実施した。
Wl: Weight N (g) before conducting water permeability test W2 =
Weight (g) immediately after conducting the water permeability test. The test was carried out in accordance with JIS R5201.

打設後5時間、1日、7日、28日での曲げ圧縮強度の
測定を行なった。
The bending compressive strength was measured 5 hours, 1 day, 7 days, and 28 days after pouring.

現場成層 実際の現場で、コクリート躯体の木コン部に6種類の材
料を充填し、3ケ月後のクラックの発生状況を調べた。
On-site stratification At an actual site, six types of materials were filled into the wood-containing parts of a cocrete frame, and the occurrence of cracks was investigated after three months.

以上の結果より、本発明品は比較品に比して全てにバラ
ンスがとれた材料である事が言える・即ち比較品C,E
は接着強度試験、透水試験は良好であり、かつ初期強度
(5時間)は高いが、硬化体の色と可使時間に問題があ
り、特に比較品Cは木コン部に充填した物にクラックが
発生した。
From the above results, it can be said that the product of the present invention has a well-balanced material in all respects compared to the comparative products (i.e., comparative products C and E).
Although the adhesive strength test and the water permeability test were good, and the initial strength (5 hours) was high, there were problems with the color and pot life of the cured product, and in particular, comparative product C showed cracks in the material filled in the wood concrete part. There has occurred.

又、比較品りは、可使時間、硬化体の色、接着強度試験
、透水試験は良好であるが、初期強度(5時間)は、非
常に低くて測定不能であり、木コン部に充填した物にク
ラックが発生した。
In addition, the comparative product has good pot life, color of cured product, adhesive strength test, and water permeability test, but the initial strength (5 hours) is very low and cannot be measured. A crack appeared on the item.

更に比較品Fは、硬化体の色、接着強度試験、現場試験
は良好であるが、可使時間がやや短く、かつ、透水試験
が悪く、初期強度(5時間)及び長期強度が低い。
Furthermore, Comparative Product F has good color of the cured product, adhesive strength test, and field test, but has a rather short pot life, poor water permeability test, and low initial strength (5 hours) and long-term strength.

〔発明の効果〕〔Effect of the invention〕

本発明のモルタル組成物は、可使時間がとれ、硬化体の
色がコンクリート躯体の色に近(、接着強度と曲げ圧縮
強度が高く、防水性能がすぐれているため、土木・l!
簗分野におけるコンクリート構造体の補修材及び防水材
の下地処理材としてきわめて優れた材料である。
The mortar composition of the present invention has a long pot life, the color of the cured product is close to the color of the concrete frame, high adhesive strength and bending compressive strength, and excellent waterproof performance, so it is suitable for civil engineering and l...
It is an extremely excellent material as a repair material for concrete structures and as a base treatment material for waterproofing materials in the field of canning.

Claims (1)

【特許請求の範囲】 (イ)普通ポルトランドセメント20〜40重量%(ロ
)白色ポルトランドセメント4〜10重量%(ハ)超速
硬セメント4〜10重量% (ニ)骨材20〜60重量% (ホ)合成高分子系エマルジョン3〜5重量%(樹脂固
形分) (ヘ)水5〜20重量% とからなることを特徴とするモルタル組成物。
[Claims] (a) 20-40% by weight of ordinary Portland cement (b) 4-10% by weight of white portland cement (c) 4-10% by weight of ultra-fast hardening cement (d) 20-60% by weight of aggregate ( A mortar composition comprising (e) 3 to 5% by weight of a synthetic polymer emulsion (resin solid content) and (f) 5 to 20% by weight of water.
JP18387289A 1989-07-17 1989-07-17 Mortar composition Pending JPH0350146A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18387289A JPH0350146A (en) 1989-07-17 1989-07-17 Mortar composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18387289A JPH0350146A (en) 1989-07-17 1989-07-17 Mortar composition

Publications (1)

Publication Number Publication Date
JPH0350146A true JPH0350146A (en) 1991-03-04

Family

ID=16143305

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18387289A Pending JPH0350146A (en) 1989-07-17 1989-07-17 Mortar composition

Country Status (1)

Country Link
JP (1) JPH0350146A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001261412A (en) * 2000-03-16 2001-09-26 Taiheiyo Cement Corp Paste or mortar for placing water-permeable concrete on existing hardened concrete
CN103539410A (en) * 2013-11-11 2014-01-29 苏州市姑苏新型建材有限公司 Novel polymer cement waterproof coating formula
CN103539411A (en) * 2013-11-11 2014-01-29 苏州市姑苏新型建材有限公司 Preparation technology of polymer cement waterproof coating
CN105658602B (en) * 2013-10-30 2019-04-05 Dic株式会社 Concrete repairing material

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001261412A (en) * 2000-03-16 2001-09-26 Taiheiyo Cement Corp Paste or mortar for placing water-permeable concrete on existing hardened concrete
CN105658602B (en) * 2013-10-30 2019-04-05 Dic株式会社 Concrete repairing material
CN103539410A (en) * 2013-11-11 2014-01-29 苏州市姑苏新型建材有限公司 Novel polymer cement waterproof coating formula
CN103539411A (en) * 2013-11-11 2014-01-29 苏州市姑苏新型建材有限公司 Preparation technology of polymer cement waterproof coating

Similar Documents

Publication Publication Date Title
CN101544856B (en) External wall putty
CA2657612A1 (en) Sprayable and pumpable phosphate cement
CA2137032A1 (en) Aggregate containing hydration water in spray applied fireproofing
EP0320982B1 (en) Use of gypsum compositions as adhesives or as jointing materials
US3895018A (en) Plaster composition
JP5041521B2 (en) High strength restoration material
US3663286A (en) Adjuvant composition for concretes and mortars
JPH0350146A (en) Mortar composition
CN104261773A (en) Water-resistant cement-based self-leveling material
JPH07267703A (en) Admixture for concrete or mortar improved in waterproofness
JP2006273597A (en) Polymer cement mortar for tile adhesion
JP3592759B2 (en) Plaster glue
JPS6115109B2 (en)
DE102011113035B4 (en) Kalkfrischmörtelgebinde
JPS6214515B2 (en)
JPH10259049A (en) Mortar for adhering tile
JP3421149B2 (en) One-part inorganic surface conditioning coating material with excellent storage stability
JP3640707B2 (en) Underwater curable resin concrete and primer composition for underwater curable resin mortar
CN112456887A (en) Artificial cobble and its making method
JPS6225621B2 (en)
CN115583824A (en) Lime-based cementing material composition and pouring bonding material
CZ34613U1 (en) Inorganic geopolymer binder for filling concrete substrates for interior use
JPS6259561A (en) Substrate control coating material
JPS6016854A (en) Cement composition
JPH035351A (en) Production of mortar