JPS6259561A - Substrate control coating material - Google Patents

Substrate control coating material

Info

Publication number
JPS6259561A
JPS6259561A JP19999885A JP19999885A JPS6259561A JP S6259561 A JPS6259561 A JP S6259561A JP 19999885 A JP19999885 A JP 19999885A JP 19999885 A JP19999885 A JP 19999885A JP S6259561 A JPS6259561 A JP S6259561A
Authority
JP
Japan
Prior art keywords
parts
weight
coating material
cement
test
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
JP19999885A
Other languages
Japanese (ja)
Other versions
JPH0569782B2 (en
Inventor
藤野 幹生
沖 文雄
大山 豊喜
天野 幹夫
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.)
Nippon Kasei Chemical Co Ltd
Nihon Kasei Co Ltd
Original Assignee
Nippon Kasei Chemical Co Ltd
Nihon Kasei Co 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 Nippon Kasei Chemical Co Ltd, Nihon Kasei Co Ltd filed Critical Nippon Kasei Chemical Co Ltd
Priority to JP19999885A priority Critical patent/JPS6259561A/en
Publication of JPS6259561A publication Critical patent/JPS6259561A/en
Publication of JPH0569782B2 publication Critical patent/JPH0569782B2/ja
Granted legal-status Critical Current

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

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】[Detailed description of the invention]

〔産業上の利用分野」 こJ)元・月に、セメメト硬比体に高いルし力媛和効4
’に付与″r6F地調整塗材に関する%fQでめり。 〔従来J)技術並びに問題点〕 近f:、fr熱工法の普及にエリホームポリステン/ボ
ード等の、ffr熱材が用いろ凡ているが、この上にセ
メントモルタル仕上、吹さ付は仕上上施工する419、
ポリマーディスパージョン入り七メ/トペースト々どが
F地調整這材として1更用さnてぃりことlま公知であ
る。し、かしこの75云に1句とモルタル又J工成る檀
の吹き付は仕上材などぼボームポリスチVノボードなど
のJ’[1度t)よるかに越えてし。 ようものが−bジ、こルらがボームボリスナレ/ボード
などに’FAとり、て仕上げら几でβΦ場片、4柳の挙
動、惑或ハぼモルタル0乾譲収補応力、での他1々の原
因でホームボリスチVノボート等ト仕上材間に・影・遜
、収縮、j内外変形などのギャップを主じ誦触I可が凝
東破展し、剥戚り、やすいという欠点が口l:)之。−
万、冷公昭57−100258号公報VCh−のてガラ
ス4誰又は、ポリエチレ/鷹維又は、ポリニス戸ル鷹雄
などからなる網伏不熾itポリマーセメントペースト或
vh H@ 同モルタルで貼り付けゐF地処理が応カ媛
昶遺とし、て極めて効果がろるOとが示さ几でいる。し
、かじながら、この工法fゴ材:#+鷺及び施工費が比
較的高1曲とlりため一般にぼ余り用いろnてぃない。 父、経破気包、コ、/クリートにセメメト系戒リモルタ
ルで4磁41イルを張り問げ油上す◇・原のド地処理、
コノクリート成形板/)接箭部屯父1方止、ボリスチレ
7AfT合板夫付けO纒ざ目部分処理。 功水曽丁池処理群に当って尼分な応力護和或・ハ、1ク
ランク防IE幼呆忙Mす心ド地調脩堕材が四重さJ]、
Ci)wが木だ光分i/ic絹元さルていないのが実情
であり。 〔4?51男の4決jへさ:用魂7へ及び手段」・も発
明)よ前述の間屯点r鱗ノにすつ之りにlさn文もっで
、ホームボリスチV/ボードや桶姓気1包コ/り11−
1−4どの比較的范V5J/zF4K ?j fりF・
也ir4 i 4付或ハ、・j、コ/クリ−]・成杉板
や台板などJ−)突何v1′の礁ざ目部分蟲連材として
、実用上安1曲かつ1旧巳θド池講脩堕材て提供丁Φも
のであり O 即ら不宅明、グ、アクリル系、酢、夜ビニル糸、合成ゴ
ム系又、ユCnらの混合系からlゐセメント混fUJF
lボリマーデイスパージョ/に、予め炭木鐵維及び水、
容注高分子化合物獲ひに微歿す住金混人し。 た組成吻と1史用時セメントと晶叩して用いる下地調整
塗材であって、上記組成物中VCは1便用時・9セメ7
1’100直1′部に対し、て、ボリマーデイスバージ
ョ/勿全固形分として2〜30直殻部、同じく炭素繊維
上0.4〜3.0直皺部、同じく水浴荘高分子化合吻金
0.01〜0.5直を部言むこと?待機とするもQでろ
々。 このエラな本発明のF趨1A藍志材・江従未公団の早/
x、/)ホリマーセメント系下地、Jul塗材で二乗り
優なかった応力援祁幼来即ら4い引張9・道便、タフ率
ス乞七メ/ト硬化体組成吻に付与丁Φものでhp、−t
の@++i、ボリマーデイスバーンヨノ又は、炭素繊a
金そn−e几単独に奈/JOL、 il’i:、過分に
比べ、爲くべき程相乗的なものでおる。−又、不発明は
均一混合ic !−いて従来の不完全lドライミキシ/
グに:魯分散方法と(IAi !11、炭素a維t、ポ
リマーデイスバージョ/、徨度調(され几′を材、水尋
注高分子化会物を片L!徂成物干に均一に分散さぜるこ
とかで16従って使用時セメント金加えることにより優
ら几′fc″F地調整衾材七Cて塗り、7を仕kl/f
jは、炭素鐵誰が均一に分散しているQでドライミキシ
/グによるモルタルに比ベモルタルの改質効果及び、応
力緩・叩1−とし。 ての効果は格段に優nている。 C+14収J)具体的説明〕 不発明において便用丁ゐポルドラ/ドセメントとしては
、仔嶋セメント、早・道セメント、プライアノ/ユセメ
ント、白色セメ;/ト4(!’で、h6゜ボリマーデイ
スバージョ/としては、冬季層上を碑5.シ丁n6最低
逍奨福髪0℃以Fの内部可塑化きnた昨、愛ビニル系又
、ゴ、アクリル系又は合成ゴム系ボリマーディスバージ
ョ/と1j!用′jることが好ましい。 炭層i裁維、ゴポリアクリロニトリル或いぼ、ピップ系
J) Vh ffも更用可能でめジ、カット長が3〜1
0−のものが好ましい。 又、水弓圧高分子化含吻とし、では、メチルセルロース
、ヒドロキンエチルセルロース、ヒドロキシエチルメチ
ルセルロース、グリオキ付那ヒドロキ/クロビルメチル
セルロースlど9セルロースエーテル系及びポリビニー
ルアルコールなどが1史用テキるが、@教気泡コ/クリ
ートのような吸水の大きな下地に用いる場合は保水性能
の高いセルロースエーテル系が好適でろる。 骨材とし、ては、@砂、摩水扮、・(−ライトその他の
#礪質骨材が用いらn心が、こ几らは粒匝600ミクロ
/以丁に粒瀘調く丁々のが1筐しい。 久に、不発明IC5s V”hて直用丁/)谷、灰分の
1吏用凌O範囲は、ポルドラ/ドセメノト1ou、t!
部に対し0、ポリマーデイスバーソヨ/が全固形分換4
で2−30直藏部、好まじ〈ユ4.5〜30屯1部でろ
ジ、又、炭素礒維の1更用破は、ポルドラノドセメント
100直を部に対し、 0.4〜3,0直近部、好筐し
、くは1,0〜3.0直1f5でるる。セルロースエー
テル系、ポリビニルアルコールなどの水、容性高分子(
ヒ含物の匣用家は、ポルドラ/ドセメント100 ff
1tdiltL、o、o i 〜o、s 、t−td、
NfL。 くは0,1〜0.2を置部である。 尚、炭素譲維及びボリマーデイスバージョ/の1史用範
囲に関し、ては、そ几ぞルの醍JvF限以ドでは実用上
要求さA、6注能が期待できず、上限以上では1庚性が
愼端に悪くなるばか9でなく1径済的にも不利となる。 〔実施例〕 仄1.c実施列、比較列及び試験績釆tノ云して本発明
を説明j6゜ 実施列1 tnaビニル系エマルジョ/100td部、セルロース
エーテル(・・イメトローズ/1g越1tl、学工業襄
) 0.67@凌部、炙索礒、碓(長さ3−/具羽1ヒ
字襄)2.71櫨部、粒径範囲が5ミクロ/から600
ミク0/で粒変分市が7一ラー分イ5に近いオ第390
心!を部文び水64直教部r、つ−にイ昆合し之組成物
10LI直凌部に幻り1、E通ポルドラ/ドセメント1
00直−1部倉悉加り、、4当・丈O水でこて塗9にJ
した乍業軟I建に?昆合調複し、i’Cド池A修1材r
慢之。組成ぼ第1炎のjジでろる。 実施例2〜8 A1戎記戒lD徂1或の成分を、実施列1と同点てし、
て均一に混合してF池調整濱才r悟之。 比ff列1〜5 第2表に記載し、定組成のごとく、−MAポルドラ/ド
セメント(I−100重置部iCL、て、ボリマーデイ
スバージョ/、炭素鷹7aにりいて待1汗A求D・碩囲
外、、D凌を便用し、て混合A裸り、之、咀或吻である
。 比較試験 「曲げ強1建試験」 「JIB3 R5201セメントの物理式、倹万去」9
.4供試体のfil:り万Vc工9咋襄り九。成形麦そ
の1ま儂準状態−ド(甚I変20℃、4裳65チ)で4
8時間放置し、てからノ況型、5日間20℃の水中でt
生り1、その後7日關鑵準状丞Fで養生
[Industrial Application Fields] In Yuan/Month, Cememet has a high lubricating force and effect on hard ratio bodies 4
'Given to 'r6F %fQ related to ground conditioning coating materials. [Conventional J) Technology and problems] Near f:, FFR thermal materials such as Elihome polysten/board should be used to popularize the FR thermal construction method. Generally speaking, a cement mortar finish is applied on top of this, and blown-out finishing is applied as a finishing touch.
It is well known that a paste containing a polymer dispersion is used as a ground conditioning material. However, the spraying of wood, which consists of mortar and J-works, far exceeds that of Baum polystyrene board and other finishing materials. The thing is -Bji, these are 'FA' on Baum Boris nare / board etc., and the βΦ field piece is finished, the behavior of 4 willows, the mortar 0 drying yield reinforcement stress, and the other 1 Due to various reasons, there are gaps between the finished materials such as shadows, deterioration, shrinkage, internal and external deformation, etc., and the disadvantage is that it is easy to cause cracking, delamination, and peeling. Mouth:). −
10,000, Refrigerated Publication No. 57-100258 VCh-Glass 4 or Polyethylene/Takafiber or polyvinyl Takao made of polymer cement paste or vh H@ pasted with the same mortar F It has been shown that land treatment is extremely effective, especially when treated as a treatment. However, this construction method is generally not used much because the material and construction cost are relatively high. My father, Keiha Kiho, Ko, / Clete asks 4 magnetic 41 il with Sememet system precept remoter and oils ◇・Hara's do ground treatment,
Conocrete molded plate/) One-way stop at the joint part, Boristile 7AfT plywood end, O-sewn part treatment. In the Kosui Soding Pond treatment group, there is a lot of stress protection, 1 crank protection IE childish busy M, and the heart condition of the fallen material is 4 times J],
The reality is that Ci)w is not the same as the light source i/ic. [4? Board and Oke name 1 package/li 11-
1-4 Which comparative fan V5J/zF4K? j friF・
也ir4 i 4attached or c, j, co/cree], mature cedar board, base plate, etc. J) As a continuous material for the reef notch part of the v1', it is practically cheap and 1 piece and 1 old. θ Doike Koshu fallen materials are provided by the fallen materials.
1. Add charcoal, iron fiber and water in advance.
A mixture of Sumikin metals and a mixture of polymeric compounds and the like. It is a base conditioning coating material that is used after crystallization with cement after one use, and the VC in the above composition is 9 times 7 after one use.
For 1'100 straight 1' part, 2 to 30 straight shell parts as total solid content, same 0.4 to 3.0 straight wrinkle parts on carbon fiber, same bathing polymer compound Is it possible to say 0.01 to 0.5 shifts? I'm on standby, but it's Q. This error of the present invention's F trend 1A Aizhimi Jiang Congwei Public Corporation /
x, /) Holimer cement based base material, Jul coating material, stress relief that was superior to 2nd grade, 4 tensile strength 9, 9 times, toughness ratio, 7 meters/to hardened body composition, Φ thing. hp, -t
@++i, Bolimar Daysburn Yono or Carbon Fiber a
It's more synergistic than it should be. - Also, non-invention is uniform mixing ic! -Conventional incomplete dry mixer/
To: Dispersion method and (IAi! 11, carbon a fiber, polymer dispersion version /, strength tone (was 几' material, water injection polymerization material one L! 16 Therefore, when using it, add cement gold and apply it with 7 C of ground adjustment material, and apply 7 kl/f.
j is Q where carbon iron is uniformly dispersed, and the modification effect of mortar compared to mortar by dry mixing/g, and stress relaxation/beating 1-. The effect is much better. C + 14 collection J) Specific explanation] In non-invention, the convenient D Poldora/docement includes Kojima cement, Haya-do cement, Praiano/Ucement, white cement;/to4 (!', h6° borimardis As for the winter layer, it is recommended to use internal plasticization below 0℃, vinyl, rubber, acrylic or synthetic rubber. It is preferable to use / and 1j!'j. Coal layer i cut, gopolyacrylonitrile or wart, pip type J) Vh ff can also be used, and the cut length is 3 to 1.
0- ones are preferred. In addition, in the case of water-cured polymerized proboscis, methyl cellulose, hydroquine ethyl cellulose, hydroxyethyl methyl cellulose, glyoxine hydroxy/clovir methyl cellulose, etc. 9 cellulose ethers and polyvinyl alcohol are suitable for use in the past. When used on a substrate that absorbs a lot of water, such as @kyo foam coat/crete, cellulose ether based materials with high water retention performance are suitable. As aggregates, sand, sand, etc. (-Light and other porcelain aggregates are used). It is 1 cabinet. Long, uninvented IC5s V”h te direct use /) valley, ash content 1 official range is Poldora / Docemenoto 1ou, t!
0 per part, polymer disbursement/total solids conversion 4
2-30 straight parts, preferably 4.5 to 30 tons per part, and 1 part of carbon fiber is 0.4 to 100 parts of poldranod cement. Near 3,0, there is a good case, or 1,0 to 3.0 straight 1f5. Water, soluble polymers such as cellulose ethers and polyvinyl alcohol (
The house for the box containing atomized material is Poldora/Docement 100 ff.
1tdiltL, o, o i ~o, s, t-td,
NfL. The number is 0.1 to 0.2. In addition, regarding the historical range of carbon fiber and bolimar devis version/1, it is difficult to expect the practically required A, 6 performance below the actual JvF limit, and above the upper limit, 1 Not only will the firmness deteriorate dramatically, but it will also be disadvantageous in terms of economics. [Example] Part 1. cExplain the present invention by referring to the practical column, comparative column, and test results.J6゜Practical column 1 tna Vinyl emulsion/100 td parts, cellulose ether (Imetrose/1 g over 1 tl, academic grade) 0.67 @Ryobe, Rososo, Usui (Length 3-/Guba 1hi-ji) 2.71 Hajibe, particle size range from 5 microns/to 600
Miku 0/ grain variation city is 71 ra minute i 5 close to o 390
heart! Part 64 Direct teaching part R, Tsu-nii Kongoshi no Composition 10 LI Directing part ni illusion 1, E-tsu Poldora/Docement 1
00 shift - 1st part Kurama,, 4th duty, length O troweled with water 9th J
Did you do it in a soft I-ken? Kongo-cho complex, i'C doike A-shu 1 material r
Arrogance. The composition is the first flame. Examples 2 to 8 A1 Ekiji Precept ID 1 A certain component is tied with the implementation column 1,
Mix evenly and adjust the F pond. Ratio ff columns 1 to 5 are listed in Table 2, and as shown in the isocratic composition, -MA Poldora/Docement (I-100 overlapping part iCL, te, Bolimar Deis version/, carbon hawk 7a, 1 sweat A) Comparative test "Bending strength test""Physical formula of JIB3 R5201 cement" 9
.. 4 Specimen fil: Riman Vc Engineering 9 Kui Xiang Riku. Molded wheat part 1 in my semi-state (temperature change 20℃, 4 pieces 65 inches) 4
Leave it for 8 hours, then put it in water at 20℃ for 5 days.
1st birth, then 7 days of curing at Guangzhou Junior High School F

【行りfcdk
、  JTf3 R5201、Daiにぶり測定シ友。 「変形能試験(曲げヤング軍、曲げタフネス)」(11
試験体の作製 「JIB R5201セメントの物理試験方法」に規定
さnてvz6鋼製型わ<(40X40X1604)にf
成層化ビニル製スペーサー(3QX40X160腸)r
尺八てセントしt型わくに試F+七打込み、10X40
X160;dの大ささに成形し之。 成形後そのまま標準状態F(温、i20℃、湿度65%
)で48時間放置してから脱型、その、麦5El 1司
20℃の水中で養生し、7日1111襟準状態Fで養生
し、之。 (2)試験 1)曲げヤング軍 試訣体乞ス/< /l OQ祷の支持台に乗せ、久いで
スバ/中央上θ、戒荷悸を升して、0.5−/迅1nの
クロスヘッド速伎で滅荷丁り。こ−/)4台、試挾体中
犬v)7tわみも同時測定し、向直−tわみ1(13顧
r求め、こlしに工9仄のp項t4洸孕取)た。 a、Jげ比例限界荷重 1用げ比例限界荷置V;、荷置−之υみ佃・線にJ?−
ハて1直7罐〃為ら4脱り始めたj守v) (filと
し、罠。 01曲げ最大ff框 C1曲げ比例限界荷置の2/3の荷重1寿のたわみ敬之
わみの4点は、荷l−たわみ1嫌の直線部0延長と荷置
が零の、線との父点と丁Φ。 曲げ比例限界1変(Lt)P )、曲げフ蒐匿(MOR
)、及び曲げヤング糸数(gb ) fX、、 仄弐に
工9算出り、fc。 ここで、ivl:曲げ比例1機界 W2:曲げ最大イ釘道 W、:曲げ比列限祥1苛直Q2/3の荷1L:スバ/(
am ) O:試験体の唱(、M) 1:試験体のノ愼さく・鴇う J:W、VCsrけ、0之ゎみ瀘(・鳥〕工:所1j1
i2仄モーメント(迩4)2)曲げタフネス たわみがスパン(L)のl/lsu  と726までの
荷置−たわみ曲線の面積から有効教学3楕まで求め之。 〔クラック過4注試験」 JPJ A 5304に規定する寸法300 X 30
0 X60ahtj)yp道用コ/クリート平板にすf
f1300 X150X20鵡v′)ホームポリステレ
/ボード2枚kddビニル系エマルノヨ、/混入七メ/
トペーストで逼ジ付げ突iけ部七設けた。その麦材料と
2揚1!JL ′11′、1付&す、】4日uil 4
 羊伏、標F(m i 20 C1誰LJe65%)で
2主り供試体とした。冷熱4返し試禮で行い肉1辰でク
ラック発生Q・「、喰C覗察した。 闇、下愚1べt−1i!注は、−io℃18・時間、7
0’C6・守li5ヒ1サイクルとL5サイクル行)友
。 r引張試験」 AdTM C19tJ−77ice<さA6共試1本θ
ノ影伏す人に成形り、7t、戎形麦ぞQヱま鑵準伏悟ド
(記度20C,湿1建65釜)で48時間放11tL、
てかう脱型、そV)説5日1520℃の水中でI主し、
7日間憚1嬶犬標ドで養生り九〇 (ω1 上記組成物とセメント瀘との関係は、セメメト
100tli部に対し、て100東敬部である◎ (田2 酢酸ビニル系は固形分50チのエチレ/咋咳ビ
ニル共1合エマルジョ/?用いた。 (田3 アクリル系ぼ固形分50%のスチレ7−アクリ
ル共直合エマルジョ/を用い之。 (田4 甘酸ゴム系ぼ固形分50チOスチンノーブタジ
エ/共dLbエマルジョ/km・A 、’C。 (ω5 炭素愼維のカット長1;全て3傷を用い之。 (の6 隷材Iよ最大粒径600ミクC17(Q佳石扮
を用い之。 〔効果〕 実施列、1〜6及び比較列1〜5工9明らかlx 71
0く、本見明の組成物によるときは応力緩和倉口のとL
4F地調整塗材或いは成形板などの継ぎ目部分処理材と
し、て要求さn勺刀字注状即ら1曲げ適度1曲げヤ/グ
率、曲げタフネス、クラック追岨注、引張強度が著し、
く改良さnりCとが認りら几fc。
[Go fcdk
, JTf3 R5201, Dai Niburi measurement friend. “Deformability test (bending Young force, bending toughness)” (11
Preparation of test specimen Specified in "JIB R5201 Physical Test Methods for Cement".
Stratified vinyl spacer (3QX40X160)r
Shakuhachi cent, T-type frame, test F + 7 strokes, 10X40
Shaped into a size of X160; d. After molding, the standard condition F (temperature, i20℃, humidity 65%)
) for 48 hours, then demolded, cured in water at 20°C, and cured for 7 days in 1111 semi-condition F. (2) Test 1) Bending Young Army Trial Body Asking / < /l Place it on the support stand of the OQ prayer, hold it for a while / upper center θ, measure the Kaiga Palpitation, and measure 0.5- / speed 1n. A crosshead fastball kills him. This /) 4 units, test body medium dog v) 7t deflection was also measured at the same time, direction and straightness - t deflection 1 (13 customer calculated, p term t4 of the 9th part of the work) Ta. a, J proportional limit load 1 applied proportional limit load position V;, load position - no υ on the line J? −
01 bending maximum ff stile C1 bending proportional limit load 2/3 load 1 life deflection Noriyuki's 4 The point is the parent point of the straight line 0 extension of the load l-deflection 1 and the line where the load position is zero.
), and the number of bending Young yarns (gb) fX,, 2nd step is calculated by 9, fc. Here, ivl: bending ratio 1 machine world W2: bending maximum i nail path W,: bending ratio sequence limit 1 straightness Q2/3 load 1L: Suba/(
am) O: Singing of the test specimen (, M) 1: Test specimen noshinsaku/toukiu J: W, VCsrke, 0 no ゎ㎎〘(・Tori) engineering: Tokoro 1j1
i2 Moment (4) 2) The bending toughness deflection is calculated from the span (L) l/lsu and the area of the loading-deflection curve up to 726 to the effective teaching 3 ellipse. [Crack Excess 4 Note Test] Dimensions specified in JPJ A 5304: 300 x 30
0
f1300
Seven notches were provided for tightening with top paste. The barley ingredients and 2 fried 1! JL '11', 1 attachment &su,] 4 days uil 4
The two main specimens were Hibushi and Mark F (m i 20 C1 LJe 65%). Cracks occurred after 1 piece of meat was tested with cold and hot 4 times.
0'C6・Shuli5hi 1 cycle and L5 cycle row) Friends. rTensile test” AdTM C19tJ-77ice<Sa A6 joint test 1 piece θ
Formed into a shape of 7 tons, 11 tons, released for 48 hours in a 20C, humid 1-building, 65-liter pot.
Demolding, part 5) I was kept in water at 1520℃ for 5 days,
Cured for 7 days with 100 parts of solid water. (3) A mixture of 50% solids of acrylic and 7-acrylic emulsion was used. Thiostinnobutadier/CodLb emulsion/km・A,'C. (ω5 Cut length of carbon fiber 1; all using 3 scratches. [Effect] Actual row, 1-6 and comparison row 1-5, 9 clear lx 71
0, when the composition according to the present invention is used, stress relaxation Kuraguchi's and L
As a joint treatment material for 4F ground conditioning coating materials or molded plates, it is required to have 1 bend, moderate 1 bend Y/G ratio, bending toughness, crack addition, and tensile strength. ,
It has been improved and the C and the fc have been recognized.

Claims (1)

【特許請求の範囲】[Claims] セメントに、ポリマーデイスパージヨンを主体とする組
成物を混和してなる下地調整塗材において、該組成物が
、セメント100重量部に対し、それぞれ、全固形分と
して2〜30重量部のアクリル系、酢酸ビニル系、合成
ゴム系又はこれらの混和系ポリマーディスパージョン及
び0.4〜3.0重量部の炭素繊維及び0.01〜0.
5重量部の水溶性高分子化合物並びに微粒骨材よりなる
ことを特徴とする下地調整塗材。
A base conditioning coating material made by mixing cement with a composition mainly composed of polymer dispersion, in which the composition contains 2 to 30 parts by weight of acrylic based total solids per 100 parts by weight of cement. , vinyl acetate-based, synthetic rubber-based, or a mixture thereof, a polymer dispersion, 0.4 to 3.0 parts by weight of carbon fiber, and 0.01 to 0.0 parts by weight of carbon fiber.
A base conditioning coating material comprising 5 parts by weight of a water-soluble polymer compound and fine aggregate.
JP19999885A 1985-09-10 1985-09-10 Substrate control coating material Granted JPS6259561A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19999885A JPS6259561A (en) 1985-09-10 1985-09-10 Substrate control coating material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19999885A JPS6259561A (en) 1985-09-10 1985-09-10 Substrate control coating material

Publications (2)

Publication Number Publication Date
JPS6259561A true JPS6259561A (en) 1987-03-16
JPH0569782B2 JPH0569782B2 (en) 1993-10-01

Family

ID=16417097

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19999885A Granted JPS6259561A (en) 1985-09-10 1985-09-10 Substrate control coating material

Country Status (1)

Country Link
JP (1) JPS6259561A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05178649A (en) * 1991-12-27 1993-07-20 Fujikawa Kenzai Kogyo Kk Composition of bottom spraying material and technique for forming external wall on surface of body
JP2013136492A (en) * 2011-12-28 2013-07-11 Taiheiyo Materials Corp Primer for cement thickening material and thickening method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5795862A (en) * 1980-12-09 1982-06-14 Shikoku Kaken Kogyo Kk Composition for undercoating modification
JPS60151263A (en) * 1984-01-18 1985-08-09 中外商工株式会社 Reinforced polymer cementitious material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5795862A (en) * 1980-12-09 1982-06-14 Shikoku Kaken Kogyo Kk Composition for undercoating modification
JPS60151263A (en) * 1984-01-18 1985-08-09 中外商工株式会社 Reinforced polymer cementitious material

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH05178649A (en) * 1991-12-27 1993-07-20 Fujikawa Kenzai Kogyo Kk Composition of bottom spraying material and technique for forming external wall on surface of body
JP2013136492A (en) * 2011-12-28 2013-07-11 Taiheiyo Materials Corp Primer for cement thickening material and thickening method

Also Published As

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JPH0569782B2 (en) 1993-10-01

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