JPH0316980A - Concrete deterioration-preventive construction - Google Patents
Concrete deterioration-preventive constructionInfo
- Publication number
- JPH0316980A JPH0316980A JP15249189A JP15249189A JPH0316980A JP H0316980 A JPH0316980 A JP H0316980A JP 15249189 A JP15249189 A JP 15249189A JP 15249189 A JP15249189 A JP 15249189A JP H0316980 A JPH0316980 A JP H0316980A
- Authority
- JP
- Japan
- Prior art keywords
- emulsion
- cement
- concrete
- parts
- weight
- 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
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 57
- 238000010276 construction Methods 0.000 title 1
- 239000000839 emulsion Substances 0.000 claims abstract description 64
- 239000000463 material Substances 0.000 claims abstract description 60
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 49
- 229920005989 resin Polymers 0.000 claims abstract description 30
- 239000011347 resin Substances 0.000 claims abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 239000008119 colloidal silica Substances 0.000 claims abstract description 13
- 239000007787 solid Substances 0.000 claims abstract description 13
- 239000004568 cement Substances 0.000 claims abstract description 11
- 239000011414 polymer cement Substances 0.000 claims abstract description 11
- 238000001035 drying Methods 0.000 claims abstract description 5
- 239000011230 binding agent Substances 0.000 claims abstract description 4
- 239000005357 flat glass Substances 0.000 claims abstract description 4
- 238000002156 mixing Methods 0.000 claims abstract description 4
- 239000010881 fly ash Substances 0.000 claims abstract description 3
- 239000011521 glass Substances 0.000 claims abstract description 3
- 229910021487 silica fume Inorganic materials 0.000 claims abstract description 3
- 239000002893 slag Substances 0.000 claims abstract description 3
- 239000003973 paint Substances 0.000 claims description 16
- 230000006866 deterioration Effects 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 12
- 239000002245 particle Substances 0.000 claims description 10
- 239000000843 powder Substances 0.000 claims description 4
- 230000002265 prevention Effects 0.000 claims description 2
- 238000000576 coating method Methods 0.000 abstract description 37
- 239000011248 coating agent Substances 0.000 abstract description 36
- 239000000377 silicon dioxide Substances 0.000 abstract description 17
- 229920000642 polymer Polymers 0.000 abstract description 6
- 238000006386 neutralization reaction Methods 0.000 abstract description 3
- 235000012239 silicon dioxide Nutrition 0.000 abstract description 2
- 229910052681 coesite Inorganic materials 0.000 abstract 1
- 229910052906 cristobalite Inorganic materials 0.000 abstract 1
- 229910052682 stishovite Inorganic materials 0.000 abstract 1
- 229910052905 tridymite Inorganic materials 0.000 abstract 1
- 239000002699 waste material Substances 0.000 abstract 1
- 230000000052 comparative effect Effects 0.000 description 12
- 239000002131 composite material Substances 0.000 description 11
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 9
- 239000003795 chemical substances by application Substances 0.000 description 8
- 230000000694 effects Effects 0.000 description 8
- 238000010521 absorption reaction Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 7
- 230000035699 permeability Effects 0.000 description 7
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 6
- 239000000758 substrate Substances 0.000 description 6
- 230000000149 penetrating effect Effects 0.000 description 5
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- -1 silicate ions Chemical class 0.000 description 4
- 238000004078 waterproofing Methods 0.000 description 4
- QTBSBXVTEAMEQO-UHFFFAOYSA-N Acetic acid Chemical compound CC(O)=O QTBSBXVTEAMEQO-UHFFFAOYSA-N 0.000 description 3
- 239000003513 alkali Substances 0.000 description 3
- 239000007864 aqueous solution Substances 0.000 description 3
- 238000006243 chemical reaction Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 239000007789 gas Substances 0.000 description 3
- 229910001410 inorganic ion Inorganic materials 0.000 description 3
- 229920001296 polysiloxane Polymers 0.000 description 3
- VVQNEPGJFQJSBK-UHFFFAOYSA-N Methyl methacrylate Chemical compound COC(=O)C(C)=C VVQNEPGJFQJSBK-UHFFFAOYSA-N 0.000 description 2
- 239000002174 Styrene-butadiene Substances 0.000 description 2
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 2
- 239000002585 base Substances 0.000 description 2
- MTAZNLWOLGHBHU-UHFFFAOYSA-N butadiene-styrene rubber Chemical compound C=CC=C.C=CC1=CC=CC=C1 MTAZNLWOLGHBHU-UHFFFAOYSA-N 0.000 description 2
- 239000001569 carbon dioxide Substances 0.000 description 2
- 229910002092 carbon dioxide Inorganic materials 0.000 description 2
- 239000010419 fine particle Substances 0.000 description 2
- 150000002500 ions Chemical class 0.000 description 2
- 239000000178 monomer Substances 0.000 description 2
- 229920000620 organic polymer Polymers 0.000 description 2
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 description 2
- 229910052708 sodium Inorganic materials 0.000 description 2
- 239000011734 sodium Substances 0.000 description 2
- 239000000243 solution Substances 0.000 description 2
- 239000011115 styrene butadiene Substances 0.000 description 2
- 229920003048 styrene butadiene rubber Polymers 0.000 description 2
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 description 2
- 229920002554 vinyl polymer Polymers 0.000 description 2
- VXNZUUAINFGPBY-UHFFFAOYSA-N 1-Butene Chemical compound CCC=C VXNZUUAINFGPBY-UHFFFAOYSA-N 0.000 description 1
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 description 1
- OMIGHNLMNHATMP-UHFFFAOYSA-N 2-hydroxyethyl prop-2-enoate Chemical compound OCCOC(=O)C=C OMIGHNLMNHATMP-UHFFFAOYSA-N 0.000 description 1
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 206010008631 Cholera Diseases 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- JIGUQPWFLRLWPJ-UHFFFAOYSA-N Ethyl acrylate Chemical compound CCOC(=O)C=C JIGUQPWFLRLWPJ-UHFFFAOYSA-N 0.000 description 1
- 101150026303 HEX1 gene Proteins 0.000 description 1
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 208000000474 Poliomyelitis Diseases 0.000 description 1
- 229910004298 SiO 2 Inorganic materials 0.000 description 1
- 239000006087 Silane Coupling Agent Substances 0.000 description 1
- 229920002323 Silicone foam Polymers 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 229910052910 alkali metal silicate Inorganic materials 0.000 description 1
- 230000003113 alkalizing effect Effects 0.000 description 1
- 125000000129 anionic group Chemical group 0.000 description 1
- 239000003945 anionic surfactant Substances 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 235000015278 beef Nutrition 0.000 description 1
- DQXBYHZEEUGOBF-UHFFFAOYSA-N but-3-enoic acid;ethene Chemical compound C=C.OC(=O)CC=C DQXBYHZEEUGOBF-UHFFFAOYSA-N 0.000 description 1
- IAQRGUVFOMOMEM-UHFFFAOYSA-N butene Natural products CC=CC IAQRGUVFOMOMEM-UHFFFAOYSA-N 0.000 description 1
- CQEYYJKEWSMYFG-UHFFFAOYSA-N butyl acrylate Chemical compound CCCCOC(=O)C=C CQEYYJKEWSMYFG-UHFFFAOYSA-N 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000002925 chemical effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000000280 densification Methods 0.000 description 1
- 239000002270 dispersing agent Substances 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 239000003814 drug Substances 0.000 description 1
- 229940079593 drug Drugs 0.000 description 1
- 238000010828 elution Methods 0.000 description 1
- 238000007720 emulsion polymerization reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 159000000011 group IA salts Chemical class 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004816 latex Substances 0.000 description 1
- 229920000126 latex Polymers 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- PAZHGORSDKKUPI-UHFFFAOYSA-N lithium metasilicate Chemical compound [Li+].[Li+].[O-][Si]([O-])=O PAZHGORSDKKUPI-UHFFFAOYSA-N 0.000 description 1
- 229910052912 lithium silicate Inorganic materials 0.000 description 1
- FQPSGWSUVKBHSU-UHFFFAOYSA-N methacrylamide Chemical compound CC(=C)C(N)=O FQPSGWSUVKBHSU-UHFFFAOYSA-N 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002736 nonionic surfactant Substances 0.000 description 1
- GSGDTSDELPUTKU-UHFFFAOYSA-N nonoxybenzene Chemical compound CCCCCCCCCOC1=CC=CC=C1 GSGDTSDELPUTKU-UHFFFAOYSA-N 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- PNJWIWWMYCMZRO-UHFFFAOYSA-N pent‐4‐en‐2‐one Natural products CC(=O)CC=C PNJWIWWMYCMZRO-UHFFFAOYSA-N 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920001200 poly(ethylene-vinyl acetate) Polymers 0.000 description 1
- 239000003505 polymerization initiator Substances 0.000 description 1
- 230000000379 polymerizing effect Effects 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 238000010298 pulverizing process Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000013514 silicone foam Substances 0.000 description 1
- 159000000000 sodium salts Chemical class 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- 238000011282 treatment Methods 0.000 description 1
- YUYCVXFAYWRXLS-UHFFFAOYSA-N trimethoxysilane Chemical compound CO[SiH](OC)OC YUYCVXFAYWRXLS-UHFFFAOYSA-N 0.000 description 1
- 238000011041 water permeability test Methods 0.000 description 1
- 230000037303 wrinkles Effects 0.000 description 1
Abstract
Description
【発明の詳細な説明】
「産業上の利用分野」
本発明はコンクリートの劣化防止工法に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION "Field of Industrial Application" The present invention relates to a method for preventing deterioration of concrete.
「従来の技術および課題」
周知のように、構造物の打設の時にポンプ打設等の施工
性を重視の桔果、単位水量を増加させたり、また、使用
鉄筋数の不足等により配筋が正く行われず、鉄筋のかぶ
り厚さの不足が生じる、なとの−TIr態が発生してお
り、それにともなって中性化などにより鉄筋の腐食劣化
によるコンクリートのひびわれが生し、大きな社会問題
となってきている。``Conventional technology and issues'' As is well known, when constructing structures, emphasis is placed on workability such as pump installation, increasing the unit water volume, and reinforcing reinforcement due to insufficient number of reinforcing bars. is not carried out correctly, resulting in insufficient cover thickness of the reinforcing bars, resulting in a -TIr condition, which causes cracks in the concrete due to corrosion and deterioration of the reinforcing bars due to carbonation, etc., which is causing serious problems for society. This is becoming a problem.
この対策として、コンクリートの透水性や通気性を適切
な表面処理を行なって低減させて、鉄筋の腐食防止、ひ
いてはコンクリートの劣化を防止することが考えられる
。従来から、このようなコンクリートの表面処理法とし
て、有機塗料の塗布やスッタコ仕上げ等が行われてきた
。しかし、これらはどちらかと言うとコンクリ−1・自
体の保謹というよりは美感の目的が大きい。近年のコン
クリートの中性化やアルカリ骨材反応によるひびわれや
それに伴う鉄筋の腐食の対策としては有機塗料の塗布な
どでは不十分である。というのは、有機塗料においては
、比較的表面における劣化が生しやすいためである。こ
のような有機塗料の表而劣化の要因としては、紫外線に
よる作用、オゾンによる作用、酸化作用をはじめ、水、
酸性ガスなどの化学作用が考えられる。建築、構造物に
おいて、高度成長期における使い捨て思想に基づく仕様
の反省、見直しにより、近年、構造物の耐久姓を重視す
る方向に移りつつあり、これらの有機塗料の耐久性に対
する不安が顕在化してきているまた、コンクリート劣化
防止のための別の方法3
として、コンクリー1・表面のアルカリ性回復剤である
特殊な珪酸アルカリ水溶肢をコンクリ−1・に塗布含浸
する方法がある。このようなアルカリ性付与剤としては
、アルカリイオンを供給するIA 剤を使用することと
が考えられ、N ao j{ , K’O HCa(
○I−1),なとが使われている。しかし、これらのア
ルカリ付与剤では短時間で空気中の炭酸ガスと反応し炭
酸化され、中性化してしまい、せっかく回復したアルカ
リ性か長持ちしないばかりでなく、NaやKを含む薬剤
では使用されている骨材の種類によってはアルカリ骨材
反応を誘発する危険かある。したかって、NaやKを含
まない中性化辿度の遅いアルカリ塩が好ましく、リチウ
ムシリケートか仕様されつつある。し.かじ、実際のと
ころ、コンクリーi・中に侵入する炭酸ガスをアルカリ
で中和するためには、塗布薬剤では量的にも限界がある
。桔局のところ、コンクリー1・の劣化防止に対しては
、基本的にはコンクリート躯体表面のvi密化か最も好
ましい。As a countermeasure to this problem, it is possible to reduce the water permeability and air permeability of concrete by performing appropriate surface treatments to prevent corrosion of reinforcing bars and, in turn, prevent deterioration of concrete. Conventionally, methods for treating the surface of concrete have included applying organic paints, slapping a surface finish, and the like. However, these are more for the aesthetic purpose than for the protection of the concrete itself. The application of organic paints is not sufficient as a countermeasure against cracks caused by the carbonation of concrete in recent years and alkali-aggregate reactions, and the accompanying corrosion of reinforcing bars. This is because organic paints are relatively susceptible to surface deterioration. Factors that cause the appearance deterioration of organic paints include the effects of ultraviolet rays, ozone, oxidation, water,
Chemical effects such as acid gas are considered. In architecture and structures, due to reflection and review of specifications based on disposable thinking during the period of high economic growth, there has been a shift in recent years to a direction in which emphasis is placed on the durability of structures, and concerns about the durability of these organic paints have become apparent. Another method for preventing concrete deterioration is to apply and impregnate concrete with a special aqueous alkali silicate solution, which is an alkaline restoring agent for the surface of concrete. As such an alkalinity imparting agent, it is possible to use an IA agent that supplies alkali ions, and N ao j{ , K'O HCa (
○I-1), nato is used. However, these alkalizing agents react with carbon dioxide gas in the air and become carbonated and neutralized in a short period of time, and the restored alkalinity does not last long, and it cannot be used with drugs containing Na or K. Depending on the type of aggregate used, there is a risk of inducing an alkaline aggregate reaction. Therefore, an alkaline salt that does not contain Na or K and has a slow neutralization rate is preferable, and lithium silicate is also being used. death. However, in reality, there is a limit to the amount of coating chemicals available in order to neutralize the carbon dioxide gas that enters concrete with alkali. According to the Bureau, the most desirable way to prevent concrete deterioration is to make the surface of the concrete structure more dense.
これに対し、特公1’361 46434号に示す4
防水剤は、湿潤したコンクリート面に塗布し、溶出した
珪酸イオン等かコンクj) − 1− qg体に浸透し
、コンクリート下地を強化するとされている。しかし、
この防水剤は、夏季の高温下では下地の吸収と表面から
の乾燥により硬化に必要な水分が不足することがあり、
乾燥の激しい建物外壁に用いるとドライアウトを起こし
、コンクリ−1・躯体表面に付着せずに、表面から剥i
!iItシてしまう。そこで、特願昭61=63900
号(昭和61年3月24日 セメント系硬化体の表面劣
化防止方法)に示されているように、この防水剤にボリ
マーエマルジョンを含有させること、およひ水性エマル
ジョン塗料を併用することにより、優れた中性化抑制能
力を持つコンクリート表而塗布型の嗣久性向上材料を得
ることができている。しかしながら、実際のコンクリー
ト建物でも塗布時に媚体の乾燥が大きい場合には、下地
への水の吸収が早く、かつ大きいために、塗布量の増加
、塗布材量中から水分が減少することによる施工性の悪
さ、塗布材表面にお(づる初期ひびわれの発生等が見ら
れるこどがあり、しばしば問題となっていた。これに対
して、表面にエマルジョン系のシーラーを塗布するのも
良いが、コンクリー1・表面との付着に問題があり、逆
に剥離を生じることすらあり、実用向ではない。On the other hand, the waterproofing agent shown in Japanese Patent Publication No. 1'361 46434 is said to be applied to a wet concrete surface, and the eluted silicate ions penetrate into the concrete and strengthen the concrete base. ing. but,
Under high temperatures in summer, this waterproofing agent may lack the moisture necessary for curing due to absorption of the substrate and drying from the surface.
If used on the exterior wall of a building, which is subject to severe dryness, it may cause dryout and cause the concrete to peel off from the surface without adhering to the surface of the structure.
! iIt's not working. Therefore, the patent application number 63,900 = 63,900
No. (March 24, 1985, Method for Preventing Surface Deterioration of Cement-Based Hardened Materials), by incorporating a polymer emulsion into this waterproofing agent and using a water-based emulsion paint in combination, We were able to obtain a durable material that can be applied to concrete surfaces and has excellent carbonation suppression ability. However, even in actual concrete buildings, if the material dries out during application, water absorption into the substrate is rapid and large, resulting in an increase in the amount of application and a decrease in water content from the amount of material being applied. This has often caused problems such as poor adhesiveness and initial cracking on the surface of the coating material.For this, it is also a good idea to apply an emulsion-based sealer to the surface. Concrete 1: There are problems with adhesion to the surface, and even peeling may occur, so it is not suitable for practical use.
「課題を解決するための手段」
本発明では、」二記の無機質浸透性材料が塗布中に、水
分を下地コンクリートに急速に吸収されないように、か
つ、その効果を十分発揮できるように鋭意検討を行ない
目的を達成した。``Means for Solving the Problems'' In the present invention, intensive studies have been made to prevent moisture from being rapidly absorbed into the underlying concrete during the application of the inorganic permeable materials mentioned above, and to fully exhibit its effects. and achieved the purpose.
本願発明者らは、上記の無機質浸透性材料の初期の水の
下地コンクリートへの吸収が少なく、また、その浸透性
をそこなわないような材料を種々検討した。その結果、
コロイダルシリ力をsjO2換算で1〜10重量部含有
するとともに、樹脂固形分を5〜50重量部含有する樹
脂エマルジョンを塗布すれば、無機質浸透性材料を塗布
したときの水のコンクl) − 1− II体中への吸
収を抑え、また、溶出イオンの躯体への浸透を妨げず、
好ましい性竹を持つことを見いだした。The inventors of the present invention have studied various materials that have the above-mentioned inorganic permeable materials that absorb less water into the underlying concrete in the initial stage and do not impair its permeability. the result,
If you apply a resin emulsion containing 1 to 10 parts by weight of colloidal silicone in terms of sjO2 and 5 to 50 parts by weight of resin solids, the concentration of water when an inorganic permeable material is applied is 1). - Suppresses absorption into the II body and does not prevent elution ions from penetrating into the body,
It was found that it has a desirable characteristic of bamboo.
すなわち、本発明に係るコンクリ−1−の劣化防止工広
は、
コロイダルシリ力をS iO 2換算で1から10重量
部含有するとともに樹脂固形分を10〜50重量部含有
する樹脂エマルジョンをコンクリート躯体に塗布し、
屑ガラス、板ガラス、高炉水砕スラグ、フライアッシュ
、シリカフユーム等の非晶質珪酸物質を粉末度7000
〜10000cm’/ gに微粉砕したものをセメント
100重量部に対して5〜30重量部を混合して構成し
たセメント系結合材100重量部に樹脂エマルジョイを
樹脂固形分で5〜40重量部含有してなるボリマーセメ
ン1・系材を、前記塗布樹脂エマルジョンの乾燥後のコ
ンクリート躯体に塗布し、
さらに、このポリマーセメント系材の硬化後のコンクリ
ート躯体に水性エマルジョン塗料を塗布することを特徴
とするものである。That is, the concrete deterioration prevention work according to the present invention is to apply a resin emulsion containing 1 to 10 parts by weight of colloidal silicone in terms of SiO 2 and 10 to 50 parts by weight of resin solids to a concrete frame. Amorphous silicic materials such as scrap glass, plate glass, granulated blast furnace slag, fly ash, silica fume, etc.
5 to 40 parts by weight of resin emuljoy in terms of resin solid content is added to 100 parts by weight of a cement-based binder made by mixing 5 to 30 parts by weight of 100 parts by weight of cement after finely pulverizing to ~10,000 cm'/g. A polymer cement 1-based material made of the above is applied to the concrete structure after the applied resin emulsion has dried, and further, a water-based emulsion paint is applied to the concrete structure after the polymer cement-based material has hardened. It is.
以下、本発明をさらに詳しく説明する。The present invention will be explained in more detail below.
周知のように既設コンクリート表面は条件により著しく
乾燥していることがあるが、その時にこのコンクリーi
・表面にコロイダルシリカ1〜10重量部含有するとと
もに樹脂固形分5〜50重量部含有するポリマーエマル
ジョンを塗布し、乾燥した後にさらに浸透性ボリマーセ
メント系材料を塗布することにより、下地への初期の水
分の吸収を低減させ、かつ、浸透性を損なわない。As is well known, the surface of existing concrete can become extremely dry depending on the conditions;
・A polymer emulsion containing 1 to 10 parts by weight of colloidal silica and 5 to 50 parts by weight of resin solids is applied to the surface, and after drying, a permeable polymer cement-based material is further applied to the initial stage of the substrate. reduces moisture absorption and does not impair permeability.
前記コロイダルシ1ノカの分散法は種々あるが、樹脂エ
マルジョンにビニル裁を持っシラン系カップリング剤を
加えて、コロイダルシリ力存在下にm合させてなるもの
で、シリカ複合体エマルジョンとして知られる樹脂エマ
ルジョン粒子表面に、コロイダルシリ力がコートされた
エマルジョンが望ましい。There are various methods for dispersing the colloidal silica, but the method is to add a silane coupling agent with vinyl fibers to a resin emulsion and combine them in the presence of colloidal silica force, which is a resin known as a silica composite emulsion. It is desirable to use an emulsion in which the surface of the emulsion particles is coated with colloidal silica.
このエマルジョンをコンクリート躯体に塗布すると、コ
ンクリート躯体中へのコロイダルシリカの浸透性はフロ
イダルシリ力の水溶液を塗布したよりも低下するが、造
膜性に優れる。さらに、このコンクリート躯体表面に形
威されるフィルムは、有機ポリマーとシリカを含むため
に多孔質になっ7
8
ており、ポリマーエマルジョン粒子の各々は表面かシリ
カ成分で覆われているために、ボアの部分の表面は親水
性になっている。そのために、この上に塗布される無機
質セメント系材料からの浸透或分であるアルカリ、珪酸
イオンなどがコンクリート躯体中まで浸透するのを有機
ボリマーのフィルムを造るにもかかわらず妨げない。し
たがって、特公昭6 1 − 4 6 4 3 4号に
示す防水剤と同様の効果を示し、コンクリ〜1・躯体の
緻密化が行える。When this emulsion is applied to a concrete body, the permeability of colloidal silica into the concrete body is lower than when an aqueous solution of floidal silica is applied, but it has excellent film-forming properties. Furthermore, the film formed on the surface of the concrete structure is porous because it contains organic polymers and silica78, and since each polymer emulsion particle is covered with a silica component, the surface of the film is porous. The surface of the part is hydrophilic. For this reason, the organic polymer film does not prevent some alkali, silicate ions, etc. from penetrating into the concrete structure from the inorganic cement material applied thereon. Therefore, it exhibits the same effect as the waterproofing agent shown in Japanese Patent Publication No. 61-464-34, and can densify concrete structures.
また、コロイダルシリカの一部は浸透成分とともに下地
のコンクリート颯体中に浸透する。Further, a part of the colloidal silica penetrates into the underlying concrete structure together with the penetrating components.
本発明におけるコロイダルシリカを含有するエマルジョ
ンに用いることのできるボリマーは、アクリルスチレン
系等のアクリル系エマルジョン、エチレン酢酸ビニル系
などの酢酸ビニル系エマルジョン、スチレンブタジェン
系ラテックスなどであり、コロイダルシリカがポリマー
粒子表面を覆っているエマルジョンが望ましい。Polymers that can be used in the emulsion containing colloidal silica in the present invention include acrylic emulsions such as acrylic styrene, vinyl acetate emulsions such as ethylene-vinyl acetate, and styrene-butadiene latex. An emulsion covering the particle surface is desirable.
このエマルジョンをコンクリート躯体に塗布シ、乾燥す
る。This emulsion is applied to the concrete structure and allowed to dry.
その後、屑ガラス、板ガラス、高炉水砕スラグ、フライ
アッシュ、シリカフユーム等の粉末度7000〜loo
oocm’/gに微粉砕した非晶質珪酸物質5〜30重
量部を混合したセメント系結合材100重量部に対して
樹脂エマルジョンを樹脂固形分で5〜40重量部含有し
てなるポリマーセメント系材料を前記コンクリー1・躯
体に塗布し、その硬化後、さらに水性エマルジョン塗料
を塗布することにより、コンクリー1・躯体の保護及び
耐久性の向上をはかることができる。After that, powder of 7000 to loo
A polymer cement system containing 5 to 40 parts by weight of a resin emulsion as a resin solid content to 100 parts by weight of a cementitious binder mixed with 5 to 30 parts by weight of an amorphous silicic acid material finely pulverized to oocm'/g. By applying the material to the concrete 1/frame and, after curing, further applying a water-based emulsion paint, it is possible to protect the concrete 1/frame and improve its durability.
ポリマーセメント系材料に用いられるセメントは、普通
ボル1・ランドセメンI・や早強ボルトランドセメント
等の公知のセメントでよく、超速硬セメントでも良い。The cement used for the polymer cement-based material may be any known cement such as Ordinary Bol 1, Landcemen I, or Early Strength Bolland Cement, or may be an ultra-rapid hardening cement.
また、用いられるポリマーエマルジジンは、アクリル系
や酢酸ビニル系やスチレンブタジエン系などセメントと
混合したときに安定性がよいものてあれば良い。また、
アニオン系あるいは、ノニオン系界面活性剤を0.01
〜1.0%まで含有させて安定性と浸透性を向上させて
もよい。Further, the polymer emulzidine to be used may be one having good stability when mixed with cement, such as an acrylic type, a vinyl acetate type, or a styrene butadiene type. Also,
Anionic or nonionic surfactant at 0.01
It may be included up to 1.0% to improve stability and permeability.
さらに、水性エマルンジン塗料として用いることができ
るのは、通常市販されているアクリル系エマルジョン塗
料や高弾性アクリル系エマルシコンに顔料、増粘剤、防
腐剤等を加えて調整した塗料で良く、特に水性の塗料が
好ましい。Furthermore, paints prepared by adding pigments, thickeners, preservatives, etc. to commercially available acrylic emulsion paints or high-elastic acrylic emulsion paints can be used as water-based emulsion paints, especially water-based emulsion paints. Paint is preferred.
本発明の適用範囲は、コンクリート構造物の表面であり
、特に、新設コンクリ−1・では著しく効果は大きいが
、既設コンクリ−1・で劣化が進行している場合でも十
分に効果が認められる。この3層塗布からなる工法によ
り、中性化アクリル骨材反応による劣化を著しく遅らせ
ることができる。The scope of application of the present invention is the surface of concrete structures, and the effect is particularly great on newly constructed concrete 1. However, the effect is sufficiently recognized even when deterioration has progressed on existing concrete 1. This three-layer coating method can significantly delay deterioration caused by the reaction of the neutralized acrylic aggregate.
「作用」
このように、本発明では、コンクリート躯体表面にコロ
イダルシリ力で表面をコー1・シた樹脂粒子からなるエ
マルジョンを塗布して乾燥させることにより、さらにそ
の上面に塗布する無機イオン浸透性ポリマーセメント系
材料から溶出する無機イオン類の下地への浸透を妨げる
ことなく、一方、塗布時の急激な水分のコンクリート躯
体中への吸収を最低限に抑えることにより、コンクリー
ト嘔11
体の緻密化により中性化に対する耐久性向」二に優れた
作用を発揮するものである。"Function" In this way, in the present invention, an emulsion consisting of resin particles whose surface has been coated with colloidal silicone is applied to the surface of a concrete structure and dried, and then an inorganic ion permeable By not preventing the inorganic ions leached from the polymer cement material from penetrating into the substrate, and by minimizing the rapid absorption of moisture into the concrete structure during application, it is possible to improve the densification of the concrete structure. Therefore, it exhibits an excellent effect in terms of durability against carbonation.
以下、本発明を実施例によりさらに詳しく説明する。な
お、本発明は以下の実施例に限定されるものではない。Hereinafter, the present invention will be explained in more detail with reference to Examples. Note that the present invention is not limited to the following examples.
[−実施例」
まケ、本実施例で使用する本発明のシリヵ複合エマルン
ジンと、比較例のエマルシコンとのそれぞれの製造方法
を示す。[-Example] The manufacturing method of the silica composite emulsion of the present invention used in this example and the emulsicone of the comparative example will be described.
本発明に用いるシリカ複合エマルジョンQ−列−J矢−
Jj−iJ.1
エチルアクリレート;I40部、メチルメタクリレート
:68部、スチレン;15部、N−nブトヰンメチルア
クリルアミド,15部、2−ヒドロキシエチルアクリレ
ーi・,38部、アクリル酸24部よりなる単量体混合
物を、2、2゜ −アゾビス (2、,j−ジメチルヮ
レロニI・リル);6部よりなる重合開始剤で水とイン
プロパノール溶媒中て重合させて得たアクリル共市会系
水分散樹脂l2
(固形分20%);375gを仕込み、室温下で十分に
撹拌しながら水分散シリヵゾル(粒子径10〜20mμ
、SiO,20%、pH9から10>125gを約10
分を要して滴下する。その後、γメタクリ゜ロキシプ口
ピルトリメ1・キシ7ラン1.5gを滴下し、攪拌、混
合し、85゜Cで2時間保持して反応させ、粘凋な水分
散シリヵ;夏合体を得゛た。電子顕微鏡で樹脂粒子表面
を観察したところ、表面がシリカ微粒子で覆われている
ことを訛3忍した(シリカ複合エマノレジョン l)。Silica composite emulsion used in the present invention Q-row-J arrow-
Jj-iJ. 1 Monomers consisting of 40 parts of ethyl acrylate, 68 parts of methyl methacrylate, 15 parts of styrene, 15 parts of N-n butene methyl acrylamide, 38 parts of 2-hydroxyethyl acrylate, and 24 parts of acrylic acid. An acrylic co-based water-dispersed resin obtained by polymerizing a mixture of 2,2゜-azobis (2,,j-dimethyl-azobis); in water and an inpropanol solvent with a polymerization initiator consisting of 6 parts 12 (solid content 20%); 375 g was prepared and water-dispersed silica sol (particle size 10-20 mμ) was prepared with sufficient stirring at room temperature.
, SiO, 20%, pH 9 to 10>125g approximately 10
It takes several minutes to drip. Thereafter, 1.5 g of γ-methacryloxypropyl tritrime 1 xy7ran was added dropwise, stirred and mixed, and kept at 85°C for 2 hours to react, yielding a viscous water-dispersed silica; . When the surface of the resin particle was observed using an electron microscope, it was found that the surface was covered with silica fine particles (Silica Composite Emanoresion 1).
30wL%のコロイダルシリヵ水溶l夜:100重量部
を加えて、固形分濃度35wL%、50cP,pH8
5の組成物を得た。これも、電子顕微鏡で樹脂粒子表面
を見ると表面がシリヵ微粒子で覆われていることを確認
した(シリヵ複合エマルジョン2)。30 wL% colloidal silica aqueous solution l Night: Add 100 parts by weight, solid content concentration 35 wL%, 50 cP, pH 8
A composition No. 5 was obtained. When the surface of the resin particle was also observed using an electron microscope, it was confirmed that the surface was covered with silica fine particles (Silica composite emulsion 2).
比較例に用いるエマルジョンの製造方法1前記本発明に
用いるシリカ複合エマルジョン製造注1において、コロ
イダルシリヵ水溶液を加えないこと以外同様にして製造
した(エマルジョン3)。Manufacturing method of emulsion used in comparative example 1 A silica composite emulsion used in the present invention was manufactured in the same manner as in Note 1 except that no aqueous colloidal silica solution was added (emulsion 3).
アルキルアリルスルフォスクシネートのナトリウム塩;
2重量部の存在下に、アクリル酸ブチル50重量部、メ
タクリル酸メチル;44ffiffi部、γ−メタクリ
口キシプ口ピルトリメトキシシラン6重量部からなる混
合単量体を乳化重合して得られる固形分含有量4.”
O wt%の水性分散液:′1oO重量部に粒子径10
〜20mμ、固形分含有量比較例に用いるエマルジョン
の製造方法2前記本発明に用いるシリカ複合エマルジョ
ン製造法1において、γ−メタクリ口キシプ口ピルトリ
メトキシシランを加えないこと以外同様にして製造シた
(エマルジョン 4)。Sodium salt of alkylaryl sulfosuccinate;
A solid content obtained by emulsion polymerization of a mixed monomer consisting of 50 parts by weight of butyl acrylate, 44 parts by weight of methyl methacrylate, and 6 parts by weight of γ-methacrylate pyrutrimethoxysilane in the presence of 2 parts by weight. Content 4. ”
O wt% aqueous dispersion: '1oO weight part has a particle size of 10
- 20 mμ, Solid content Manufacturing method 2 of emulsion used in comparative example 2 A method of manufacturing the silica composite emulsion used in the present invention described above was produced in the same manner as in Method 1 except that γ-methacrylate trimethoxysilane was not added. (Emulsion 4).
堤’fi fal 量Mいるエマルジョンの製造方法3
?記本発明に用いるエマルジョン製逍d■2に45いて
、コロイダルシリ力水溶液を加えないこと以外同様にし
て製造した(エマルジジン 5)。Tsutsumi'fi fal Method for producing an emulsion with an amount of M 3
? The emulsion used in the present invention was produced in the same manner as in step d2, except that no colloidal silicate aqueous solution was added (Emulzidine 5).
比較例に用いるエマル/:Iンの製造方法4前記本発明
に用いるエマルジョン製造法2において、γ−メタクリ
ロキシプ口ピル1・リメ1・牛シシランを加えないこと
以外同様にして製造した(エマルジョン 6)。Manufacturing method of emul/:I used in comparative example 4 Manufactured in the same manner as in emulsion manufacturing method 2 used in the present invention except that γ-methacryloxypipill 1, lime 1, and beef shishiran were not added (emulsion 6) .
「実施例1」
本発明では塗布を3層に行なうが、その第l塗布材料、
第2塗布材料、第3塗布材料をそれぞれ次のように設定
し、塗布した。"Example 1" In the present invention, coating is performed in three layers, and the first coating material,
The second coating material and the third coating material were respectively set and coated as follows.
まず、前記シリカ複合エマルジョン1を第1塗布材料と
して、第2塗布材料としては、普通ボルトランドセメン
トIOO重量部に対して、粉末度8000cm”/gに
まで微粉砕した板ガラス20重量部と、酢酸ビニル系粉
末樹脂エマルジョンDM289(ヘキス1・合成社製)
と、6号珪砂60重量部ト、分散剤ポリオ牛シュチレン
ノニルフェニルエーテル(1−1 1.. B 1 3
) 0. 2重量部、粉末シリコーン系冫肖泡斉11s
Nデフォーマ−14HP (サンノプコ株)O l重量
部とを混合し、この混合物100重lU1部に対して3
0重量部の水で混線したものを用いた。この塗膜上に第
3塗布材料としてアクリル系エマルジョン水性建物用塗
料(アサヒペン社製)を用いた。First, the silica composite emulsion 1 was used as the first coating material, and as the second coating material, 20 parts by weight of plate glass finely pulverized to a fineness of 8000 cm''/g and acetic acid were used as the second coating material. Vinyl powder resin emulsion DM289 (Hex 1, manufactured by Gosei Co., Ltd.)
, 60 parts by weight of No. 6 silica sand, dispersant polio-bovine styrene nonyl phenyl ether (1-1 1.. B 1 3
) 0. 2 parts by weight, powdered silicone foam Qi 11s
N Deformer-14HP (San Nopco Co., Ltd.) 1 part by weight is mixed with 3 parts by weight per 100 weight lU of this mixture.
A mixture mixed with 0 parts by weight of water was used. An acrylic emulsion water-based building paint (manufactured by Asahipen Co., Ltd.) was used as a third coating material on this coating film.
「実施例2」
前記シリカ複合エマルジョン2を第1塗布材料として、
第2塗布材料、第3塗布材料は前記実施例1と同様の材
料を用い、実施例1と同様に行なった。"Example 2" Using the silica composite emulsion 2 as the first coating material,
The same materials as in Example 1 were used as the second coating material and the third coating material, and the same procedure as in Example 1 was carried out.
次に、前記実施例に対する比較例を示す。Next, a comparative example with respect to the above example will be shown.
「比較例1」
前記実施例において、第1塗布材料を除いた第2塗布材
料と第3塗布材料からなる材料を用いた。"Comparative Example 1" In the above example, a material consisting of the second coating material and the third coating material excluding the first coating material was used.
第2塗布材料、第3塗布材料は実施例lと同様の材料で
ある。The second coating material and the third coating material are the same materials as in Example 1.
「比較例2」
前記エマルジョン3を第1塗布材料として、第2塗布材
料、第3塗布材料は、前記実施例1と同様の材料を用い
た。"Comparative Example 2" The emulsion 3 was used as the first coating material, and the same materials as in Example 1 were used as the second coating material and the third coating material.
「比較例3」
前記エマルジョン4を第1塗布材料として、第2塗布材
料、第3塗布材料は、前記実施例2と同様の材料を用い
た。"Comparative Example 3" The emulsion 4 was used as the first coating material, and the same materials as in Example 2 were used as the second coating material and the third coating material.
「比較例4」
前記エマルジョン5を第1塗布材料として、第2塗布材
料、第3塗布材料は、前記実施例1と同様の材料を用い
た。"Comparative Example 4" The emulsion 5 was used as the first coating material, and the same materials as in Example 1 were used as the second coating material and the third coating material.
「比較例5」
前記エマルジョン6を第l塗布材料として、第2塗布材
料、第3塗布材料は、前記実施例1と同様の材料を用い
た。"Comparative Example 5" The emulsion 6 was used as the first coating material, and the same materials as in Example 1 were used as the second coating material and the third coating material.
次に、前記各エマルジョンによる塗膜の性能、実施例1
、2および比較例1〜5における性能試験およびその結
果を示す。Next, the performance of the coating film using each of the above emulsions, Example 1
, 2 and Comparative Examples 1 to 5 and their results are shown below.
(性能試験)
前記のシリカ複合エマルジョン1と2およびエマルジョ
ン3〜6のそれぞれをフレキシブル板、(JIS A
5403の規定)に塗膜厚.さが一定となるように
塗布し、20℃60%RHで2週間乾燥した後、JTS
A 6910の方法により透水試験を行った。透
水量は1時間後と24時間後の2回測定を行った。表1
に結果を示すが、本発明に用いるシワ力複合エマルジョ
ンは初期の透水性は小さく1日後にはかなり透水するこ
とがわかる。(Performance test) Each of the silica composite emulsions 1 and 2 and emulsions 3 to 6 was tested on a flexible board, (JIS A
5403) and the coating thickness. After applying the coating to a constant level and drying it at 20°C and 60%RH for 2 weeks, apply JTS
A water permeability test was conducted according to the method of A6910. The amount of water permeation was measured twice, once after 1 hour and after 24 hours. Table 1
The results are shown below, and it can be seen that the wrinkle strength composite emulsion used in the present invention has low water permeability at the initial stage, but becomes considerably water permeable after one day.
実施例1〜2、比較例1〜5を用いて、十分に乾燥した
モルタル下地板に二層からなる処理を施した。Using Examples 1 to 2 and Comparative Examples 1 to 5, a sufficiently dried mortar base plate was subjected to a two-layer treatment.
コレラの供試体についてJIS A 6910に従
って付着強さ試験を行った。結果を表2に示した。An adhesion strength test was conducted on the cholera specimen according to JIS A 6910. The results are shown in Table 2.
本発明によると付着強度に優れ、下地への吸収が少なく
作業性にも優れることがわかる。It can be seen that the present invention has excellent adhesion strength, less absorption into the substrate, and excellent workability.
〔表
2〕
「発明の効果」
以上説明したように、本発明に係るコンクリートの劣化
防止工法は、コンクリート躯体表面にコロイタルシリ力
で表面をコートした樹脂粒子からなるエマルジョンを塗
布して乾燥させることにより、さらにその上面に塗布す
る無機イオン浸透性ポリマーセメント系材料から溶出す
る無機イオン類の下地への浸透を妨げることなく、一方
、塗布時の急激な水分のコンクリート躯体中への吸収を
最代限に抑えることにより、コンクリー1・躯体の20
緻密化を生じさせ、コンクリートの中性化に対スる耐久
性向上に優れた作用を発揮するものである。[Table 2] "Effects of the Invention" As explained above, the method for preventing deterioration of concrete according to the present invention is to apply an emulsion made of resin particles whose surface is coated with colloidal silica force to the surface of a concrete body and to dry it. Furthermore, it does not prevent the inorganic ions leached from the inorganic ion-permeable polymer cement material applied to the top surface from penetrating into the substrate, while minimizing the sudden absorption of moisture into the concrete structure during application. By suppressing the carbon content to 20%, the concrete 1/20 densities are produced, and it exhibits an excellent effect in improving the durability of concrete against neutralization.
Claims (2)
重量部含有するとともに樹脂固形分を10〜50重量部
含有する樹脂エマルジョンをコンクリート躯体に塗布し
、 屑ガラス、板ガラス、高炉水砕スラグ、フライアッシュ
、シリカフューム等の非晶質珪酸物質を粉末度7000
〜10000cm^2/gに微粉砕したものをセメント
100重量部に対して5〜30重量部混合して構成した
セメント系結合材100重量部に樹脂エマルジョンを樹
脂固形分で5〜40重量部含有してなるポリマーセメン
ト系材を、前記塗布樹脂エマルジョンの乾燥後のコンク
リート躯体に塗布し、 さらに、このポリマーセメント系材の硬化後のコンクリ
ート躯体に水性エマルジョン塗料を塗布することを特徴
とするコンクリートの劣化防止工法。(1) Colloidal silica from 1 to 10 in terms of SiO_2
A resin emulsion containing 10 to 50 parts by weight of resin solids is applied to the concrete structure, and amorphous silicic materials such as scrap glass, plate glass, granulated blast furnace slag, fly ash, and silica fume are powdered to a powder degree of 7000.
Contains 5 to 40 parts by weight of a resin emulsion in terms of resin solids in 100 parts by weight of a cementitious binder made by mixing 5 to 30 parts by weight of finely ground powder to 10000 cm^2/g to 100 parts by weight of cement. A polymer cement-based material made of the above-mentioned applied resin emulsion is applied to the concrete structure after drying, and a water-based emulsion paint is further applied to the concrete structure after the polymer-cement material has hardened. Deterioration prevention method.
おけるシリカ粒子がエマルジョンの樹脂粒子を覆ってい
ることを特徴とする請求項1記載のコンクリートの劣化
防止工法。(2) The method for preventing deterioration of concrete according to claim 1, wherein the silica particles in the resin emulsion containing colloidal silica cover the resin particles of the emulsion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15249189A JPH0316980A (en) | 1989-06-15 | 1989-06-15 | Concrete deterioration-preventive construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15249189A JPH0316980A (en) | 1989-06-15 | 1989-06-15 | Concrete deterioration-preventive construction |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0316980A true JPH0316980A (en) | 1991-01-24 |
Family
ID=15541632
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15249189A Pending JPH0316980A (en) | 1989-06-15 | 1989-06-15 | Concrete deterioration-preventive construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0316980A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100475366B1 (en) * | 2002-02-28 | 2005-03-08 | 주식회사 태일케미칼 | a process for preventing a concrete carbonation and deterioration |
KR100503741B1 (en) * | 2002-09-26 | 2005-07-26 | 박동섭 | Permeable mortar using high intensity polymer and Repairing method for using its mortar |
JP2008156152A (en) * | 2006-12-22 | 2008-07-10 | Taiheiyo Material Kk | Method for preventing water absorption in polymer cement composition |
-
1989
- 1989-06-15 JP JP15249189A patent/JPH0316980A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100475366B1 (en) * | 2002-02-28 | 2005-03-08 | 주식회사 태일케미칼 | a process for preventing a concrete carbonation and deterioration |
KR100503741B1 (en) * | 2002-09-26 | 2005-07-26 | 박동섭 | Permeable mortar using high intensity polymer and Repairing method for using its mortar |
JP2008156152A (en) * | 2006-12-22 | 2008-07-10 | Taiheiyo Material Kk | Method for preventing water absorption in polymer cement composition |
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