JP2808087B2 - Deterioration inhibitor and method for preventing deterioration of concrete structure - Google Patents
Deterioration inhibitor and method for preventing deterioration of concrete structureInfo
- Publication number
- JP2808087B2 JP2808087B2 JP17960495A JP17960495A JP2808087B2 JP 2808087 B2 JP2808087 B2 JP 2808087B2 JP 17960495 A JP17960495 A JP 17960495A JP 17960495 A JP17960495 A JP 17960495A JP 2808087 B2 JP2808087 B2 JP 2808087B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- concrete structure
- copper
- parts
- titanium
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000006866 deterioration Effects 0.000 title claims description 25
- 238000000034 method Methods 0.000 title claims description 23
- 239000003112 inhibitor Substances 0.000 title claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 57
- PXHVJJICTQNCMI-UHFFFAOYSA-N Nickel Chemical compound [Ni] PXHVJJICTQNCMI-UHFFFAOYSA-N 0.000 claims description 35
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 claims description 33
- 239000010949 copper Substances 0.000 claims description 31
- 229910052802 copper Inorganic materials 0.000 claims description 31
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 claims description 29
- 239000010936 titanium Substances 0.000 claims description 28
- 229910052719 titanium Inorganic materials 0.000 claims description 28
- 239000011398 Portland cement Substances 0.000 claims description 14
- 239000003795 chemical substances by application Substances 0.000 claims description 13
- 229920003169 water-soluble polymer Polymers 0.000 claims description 9
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 239000004094 surface-active agent Substances 0.000 claims description 8
- BLRPTPMANUNPDV-UHFFFAOYSA-N Silane Chemical compound [SiH4] BLRPTPMANUNPDV-UHFFFAOYSA-N 0.000 claims description 7
- 229910000077 silane Inorganic materials 0.000 claims description 7
- 230000002940 repellent Effects 0.000 claims description 6
- 239000005871 repellent Substances 0.000 claims description 6
- YCKRFDGAMUMZLT-UHFFFAOYSA-N Fluorine atom Chemical compound [F] YCKRFDGAMUMZLT-UHFFFAOYSA-N 0.000 claims description 5
- 239000011737 fluorine Substances 0.000 claims description 5
- 229910052731 fluorine Inorganic materials 0.000 claims description 5
- 229920005989 resin Polymers 0.000 claims description 5
- 239000011347 resin Substances 0.000 claims description 5
- 238000013329 compounding Methods 0.000 claims description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 28
- 230000000052 comparative effect Effects 0.000 description 26
- 239000000203 mixture Substances 0.000 description 24
- 239000004568 cement Substances 0.000 description 14
- 239000011248 coating agent Substances 0.000 description 12
- 230000000694 effects Effects 0.000 description 12
- 238000000576 coating method Methods 0.000 description 11
- 239000000839 emulsion Substances 0.000 description 10
- 239000004576 sand Substances 0.000 description 10
- 239000000377 silicon dioxide Substances 0.000 description 9
- 239000003973 paint Substances 0.000 description 8
- RWSOTUBLDIXVET-UHFFFAOYSA-N Dihydrogen sulfide Chemical compound S RWSOTUBLDIXVET-UHFFFAOYSA-N 0.000 description 7
- 229910000037 hydrogen sulfide Inorganic materials 0.000 description 7
- 229910052759 nickel Inorganic materials 0.000 description 7
- 238000005260 corrosion Methods 0.000 description 6
- 238000002156 mixing Methods 0.000 description 6
- 230000003647 oxidation Effects 0.000 description 6
- 238000007254 oxidation reaction Methods 0.000 description 6
- 239000000843 powder Substances 0.000 description 6
- 239000010865 sewage Substances 0.000 description 6
- 241000894006 Bacteria Species 0.000 description 5
- 241000238424 Crustacea Species 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 5
- 239000003822 epoxy resin Substances 0.000 description 5
- 229920000647 polyepoxide Polymers 0.000 description 5
- 241000195493 Cryptophyta Species 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000011156 evaluation Methods 0.000 description 4
- 229910052751 metal Inorganic materials 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 238000006386 neutralization reaction Methods 0.000 description 4
- 229920000642 polymer Polymers 0.000 description 4
- 230000001954 sterilising effect Effects 0.000 description 4
- 238000004659 sterilization and disinfection Methods 0.000 description 4
- 238000010998 test method Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 229920001225 polyester resin Polymers 0.000 description 3
- 239000004645 polyester resin Substances 0.000 description 3
- 238000004062 sedimentation Methods 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 description 2
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 2
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 description 2
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 2
- 238000002441 X-ray diffraction Methods 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 2
- 238000005273 aeration Methods 0.000 description 2
- 238000004455 differential thermal analysis Methods 0.000 description 2
- -1 for example Substances 0.000 description 2
- 238000009472 formulation Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 229910021645 metal ion Inorganic materials 0.000 description 2
- 229910044991 metal oxide Inorganic materials 0.000 description 2
- 150000004706 metal oxides Chemical class 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000003440 toxic substance Substances 0.000 description 2
- 230000000007 visual effect Effects 0.000 description 2
- WFLOTYSKFUPZQB-UHFFFAOYSA-N 1,2-difluoroethene Chemical group FC=CF WFLOTYSKFUPZQB-UHFFFAOYSA-N 0.000 description 1
- QPLDLSVMHZLSFG-UHFFFAOYSA-N Copper oxide Chemical compound [Cu]=O QPLDLSVMHZLSFG-UHFFFAOYSA-N 0.000 description 1
- 239000005751 Copper oxide Substances 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 229910019142 PO4 Inorganic materials 0.000 description 1
- 239000002033 PVDF binder Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- UCKMPCXJQFINFW-UHFFFAOYSA-N Sulphide Chemical compound [S-2] UCKMPCXJQFINFW-UHFFFAOYSA-N 0.000 description 1
- HZEWFHLRYVTOIW-UHFFFAOYSA-N [Ti].[Ni] Chemical compound [Ti].[Ni] HZEWFHLRYVTOIW-UHFFFAOYSA-N 0.000 description 1
- 239000012190 activator Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 239000002280 amphoteric surfactant Substances 0.000 description 1
- 125000000129 anionic group Chemical group 0.000 description 1
- 239000003945 anionic surfactant Substances 0.000 description 1
- 230000000844 anti-bacterial effect Effects 0.000 description 1
- 230000003078 antioxidant effect Effects 0.000 description 1
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 239000012298 atmosphere Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000740 bleeding effect Effects 0.000 description 1
- 125000002091 cationic group Chemical group 0.000 description 1
- 239000003093 cationic surfactant Substances 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 229910000431 copper oxide Inorganic materials 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 229910000765 intermetallic Inorganic materials 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 239000002207 metabolite Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 230000003472 neutralizing effect Effects 0.000 description 1
- 150000007524 organic acids Chemical class 0.000 description 1
- 235000005985 organic acids Nutrition 0.000 description 1
- 239000007800 oxidant agent Substances 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- NBIIXXVUZAFLBC-UHFFFAOYSA-K phosphate Chemical compound [O-]P([O-])([O-])=O NBIIXXVUZAFLBC-UHFFFAOYSA-K 0.000 description 1
- 239000010452 phosphate Substances 0.000 description 1
- 231100000614 poison Toxicity 0.000 description 1
- 231100000572 poisoning Toxicity 0.000 description 1
- 230000000607 poisoning effect Effects 0.000 description 1
- 239000011414 polymer cement Substances 0.000 description 1
- 229920002981 polyvinylidene fluoride Polymers 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000010801 sewage sludge Substances 0.000 description 1
- 235000015170 shellfish Nutrition 0.000 description 1
- XJKVPKYVPCWHFO-UHFFFAOYSA-N silicon;hydrate Chemical compound O.[Si] XJKVPKYVPCWHFO-UHFFFAOYSA-N 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L sulfate group Chemical group S(=O)(=O)([O-])[O-] QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 229910021653 sulphate ion Inorganic materials 0.000 description 1
- 150000003568 thioethers Chemical class 0.000 description 1
- 231100000331 toxic Toxicity 0.000 description 1
- 231100000167 toxic agent Toxicity 0.000 description 1
- 230000002588 toxic effect Effects 0.000 description 1
- 231100000419 toxicity Toxicity 0.000 description 1
- 230000001988 toxicity Effects 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/009—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B41/00—After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
- C04B41/45—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
- C04B41/50—Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials
- C04B41/51—Metallising, e.g. infiltration of sintered ceramic preforms with molten metal
- C04B41/5144—Metallising, e.g. infiltration of sintered ceramic preforms with molten metal with a composition mainly composed of one or more of the metals of the iron group
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/2092—Resistance against biological degradation
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Paints Or Removers (AREA)
- Aftertreatments Of Artificial And Natural Stones (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Agricultural Chemicals And Associated Chemicals (AREA)
Description
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
【0001】[0001]
【産業上の利用分野】本発明は、護岸ブロック、冷却導
入水路、養殖用水槽、上下水道の鉄製管路、貯水槽等の
水処理施設等に使用して、コンクリートの酸化劣化もし
くは微生物等による劣化を防止する劣化防止剤または劣
化防止方法に関する。The present invention is used for water treatment facilities such as revetment blocks, cooling introduction waterways, aquaculture tanks, steel pipes for water supply and sewerage, water storage tanks, etc., and is used to prevent oxidative deterioration of concrete or microorganisms. The present invention relates to a deterioration preventing agent or a method for preventing deterioration.
【0002】[0002]
【従来の技術】近年、上下水道等水処理施設において
は、コンクリートの腐食・劣化が問題となっているが、
これらの原因は、下水処理施設においては、下水や下水
汚泥中に嫌気性の硫酸塩還元細菌の作用によって発生す
る硫化水素が主な原因となっているとの知見を得た。浄
水場や魚介類の養殖場では、水藻や甲殻類の発生、付着
により、その代謝物によって生成される有機酸によるも
のが多い。このような現状に鑑みて日本下水道事業団か
らコンクリートの腐食・劣化を防止する対策として、次
のことが提案されている。 下水の腐敗を防止して硫化水素の生成そのものを防止
する方法。 発生した硫化物の大気中への拡散を防止する方法。 硫化水素を基に硫酸を生成する硫黄酸化細菌の生成を
抑制する方法。 水藻や甲殻類の付着を防止する方法。 防食性塗料をコンクリートや鉄の表面に塗装し、もし
くはライニングする方法。2. Description of the Related Art In recent years, in water treatment facilities such as water supply and sewerage, corrosion and deterioration of concrete have become a problem.
It has been found that the main cause of these factors is sewage treatment facilities, which are mainly caused by hydrogen sulfide generated by the action of anaerobic sulfate-reducing bacteria in sewage and sewage sludge. In water purification plants and fish and fish farms, many are caused by organic acids generated by metabolites of water algae and crustaceans due to their generation and attachment. In view of this situation, the following has been proposed by the Japan Sewage Works Agency as measures to prevent corrosion and deterioration of concrete. A method of preventing the generation of hydrogen sulfide itself by preventing sewage decay. A method to prevent the generated sulfide from diffusing into the atmosphere. A method for suppressing the production of sulfur-oxidizing bacteria that produces sulfuric acid based on hydrogen sulfide. A method to prevent the adhesion of water algae and crustaceans. A method of painting or lining anticorrosive paints on concrete or iron surfaces.
【0003】上記の方法では、下水には汚泥が含まれ
ているため、その汚泥を完全に除去することは不可能で
あり、満足すべき効果が得られていない。の方法は、
酸化剤(過酸化水素等)の薬剤添加による硫化水素の固
定化があるが、この方法は薬剤が高価であり、取扱に専
門的注意が必要なため、経済的に問題がある。の方法
では施設内の空気の吸、排気を行い、硫化水素を希釈処
理する方法が知られているが、硫化水素ガスは悪臭防止
法で定められている悪臭8物質のうちの一つであるため
に、公害問題があり、作業環境としても10ppm以上
あると健康に問題があり、さらに高濃度になると、中毒
の発生や爆発の危険性があるため、実施が困難である。[0003] In the above method, since the sewage contains sludge, it is impossible to completely remove the sludge, and a satisfactory effect has not been obtained. The method is
There is immobilization of hydrogen sulfide by adding a chemical agent such as an oxidizing agent (hydrogen peroxide). However, this method is economically problematic because the chemical is expensive and requires special care in handling. In the above method, a method of absorbing and exhausting air in a facility to dilute hydrogen sulfide is known, but hydrogen sulfide gas is one of eight substances that are odorous specified by the Odor Control Law. Therefore, there is a problem of pollution, and if the working environment is 10 ppm or more, there is a problem of health, and if the concentration is further increased, there is a danger of poisoning and explosion, so that implementation is difficult.
【0004】の方法は、藻類や甲殻類の付着を防止す
る手段として燐酸塩等の毒性のある薬剤をコンクリート
等に混入させて、例えば船底に塗布し、徐々に毒物を溶
出させる塗料が知られているが、近年は海洋汚染防止の
見地から使用が控えられている。の方法としては、塗
料としてエポキシ樹脂やポリエステル樹脂等が用いられ
ているが、耐酸性と耐アルカリ性を兼ね備えることは困
難で、コンクリート構造物や鉄にピンホールやクラック
を発生したり、付着強度が不十分なため、腐食防止の効
果が不十分となる問題がる。又更に沈澱槽内面のライニ
ングに用いる場合、FRPやフレークライニング、シー
トライニングが知られているが、施行性が悪く、(例え
ば高温、高湿環境や含有水量の多いコンクリート構造物
に施工しがたい等)しかも施工が高価であるので経済的
にも問題がある。In the method (1), as a means for preventing adhesion of algae and crustaceans, a paint is known in which a toxic agent such as phosphate is mixed into concrete or the like and applied to, for example, the bottom of a ship to gradually elute toxic substances. However, in recent years, its use has been refrained from the viewpoint of preventing marine pollution. As a method, epoxy resin or polyester resin is used as a paint, but it is difficult to provide both acid resistance and alkali resistance, and pinholes and cracks occur in concrete structures and iron, and adhesion strength is low. There is a problem that the effect of preventing corrosion is insufficient due to insufficient. In addition, when used for lining the inner surface of a settling tank, FRP, flake lining, and sheet lining are known, but their workability is poor. (For example, it is necessary to construct concrete structures with high temperature, high humidity environment or high water content.) In addition, there is an economical problem because the construction is expensive.
【0005】[0005]
【発明が解決しようとする課題】本発明は上記の問題点
を解決して、コンクリート構造物に塗装したときに、長
期にわたり接着性がよく、しかも酸化による腐食環境で
も酸化防止効果の十分で、微生物、藻類、甲殻類、貝類
等の悪影響を受け難い塗装剤及び塗装物を提供すること
を目的とする。SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems and, when applied to a concrete structure, has good adhesiveness over a long period of time and has a sufficient antioxidant effect even in a corrosive environment due to oxidation. An object of the present invention is to provide a coating agent and a coated product that are not easily affected by microorganisms, algae, crustaceans, shellfish, and the like.
【0006】[0006]
【課題を解決するための手段】本願の発明はこのような
観点からなされたもので、請求項1の発明は、少なくと
もフッ素樹脂と、銅・チタン・ニッケル粉末と、未硬化
のポルトランドセメントもしくはモルタルとを水に分散
させたことを特徴とするコンクリート構造物の劣化防止
剤であり、請求項2の発明は、フッ素樹脂と、銅・チタ
ン・ニッケル粉末との配合比を重量にて1:3〜3:1
とする請求項1記載のコンクリート構造物の劣化防止剤
であり、請求項3の発明は、請求項1もしくは2のコン
クリート構造物の劣化防止剤に、更にシラン系撥水剤、
水溶性高分子、界面活性剤の中の少なくともいずれか1
種を添加配合してなるコンクリート構造物の劣化防止剤
である。更に請求項4の発明は少なくともフッ素樹脂
と、銅・チタン・ニッケル粉末と、未硬化のポルトラン
ドセメントもしくはモルタルとを水に分散させたコンク
リート構造物の劣化防止剤を、コンクリート構造物の表
面に塗布して硬化させることを特徴とするコンクリート
構造物の劣化防止方法であり、請求項5の発明は、フッ
素樹脂と、銅・チタン・ニッケル粉末との配合比を重量
にて1:3〜3:1とする請求項4記載のコンクリート
構造物の劣化防止方法であり、請求項6の発明は、請求
項4または5記載の劣化防止剤に更にシラン系撥水剤、
水溶性高分子、界面活性剤の中の少なくともいずれか1
種を添加配合してなるコンクリート構造物の劣化防止剤
を、コンクリート構造物の表面に塗布して硬化させるこ
とを特徴とするコンクリート構造物の劣化防止方法であ
る。SUMMARY OF THE INVENTION The invention of the present application has been made from such a viewpoint. The invention of claim 1 comprises at least a fluorine resin, copper / titanium / nickel powder, uncured Portland cement or mortar. And water dispersed in water. The invention according to claim 2 is characterized in that the mixing ratio of the fluororesin and the copper / titanium / nickel powder is 1: 3 by weight. ~ 3: 1
The invention according to claim 3 further comprises a silane-based water repellent in addition to the deterioration inhibitor for concrete structures according to claim 1 or 2.
At least one of a water-soluble polymer and a surfactant
It is an agent for preventing deterioration of concrete structures by adding and blending seeds. Further, the invention according to claim 4 applies at least a fluorine resin, copper / titanium / nickel powder, and an uncured Portland cement or mortar to a concrete structure deterioration preventive agent dispersed in water on the surface of the concrete structure. A method for preventing the deterioration of a concrete structure, characterized in that the mixture is cured by curing. The invention according to claim 5 is a method in which the mixing ratio of the fluorine resin and the copper / titanium / nickel powder is 1: 3 to 3: A method for preventing deterioration of a concrete structure according to claim 4, wherein the silane-based water repellent is further added to the deterioration inhibitor according to claim 4 or 5.
At least one of a water-soluble polymer and a surfactant
This is a method for preventing the deterioration of a concrete structure, which comprises applying an agent for preventing deterioration of a concrete structure to which a seed is added and blending, onto the surface of the concrete structure and curing the agent.
【0007】本発明の実施にあたり使用されるフッ素樹
脂には特に限定はないが、通常水でエマルジョンとした
ものが容易に使用することができ、例えば旭ガラス社の
商品名ルミフロン(モノクロロトリフルオロエチレンポ
リマー)、ダイキン社のゼッフレ(ジフルオロエチレン
ポリマー)、ISR社のフローレン(ポリフッ化ビニリ
デン)等が適用可能である。また、銅・チタン・ニッケ
ル粉末は個別に添加しても同時に添加してもよく、金属
間化合物は勿論、自然状態における酸化被膜を有するも
のでもよく、更には錯体を構成したものでもよい。これ
らの粉末は粒子径が2〜0.01mmのものが適用でき
る。[0007] The fluororesin used in the practice of the present invention is not particularly limited, but it can be easily used in the form of an emulsion with water in general. For example, Lumiflon (trade name of Asahi Glass Co., Ltd.) Polymer), Zaffle (difluoroethylene polymer) from Daikin, Floren (polyvinylidene fluoride) from ISR, and the like are applicable. The copper / titanium / nickel powder may be added individually or simultaneously, and may have an oxide film in a natural state as well as an intermetallic compound, or may further comprise a complex. These powders having a particle diameter of 2 to 0.01 mm can be applied.
【0008】フッ素樹脂はコンクリート構造物に塗装し
た場合、上記の組成の中で網状結合を形成し、耐腐食性
があり、銅・チタン・ニッケル粉末はこの3成分が共存
することにより、塗布面の外観がよく、生物の付着がな
く、酸化状況での変化もないことが確認された。特にフ
ッ素樹脂と、銅・チタン・ニッケル粉末との配合比を重
量にて1:3〜3:1とすることが塗装および硬化後の
防食効果の上から望ましい。その他のシラン系撥水剤、
水溶性高分子、界面活性剤の中の少なくともいずれか1
種を添加配合することは、コンクリートの常套手段であ
るが、シラン系撥水剤は硬化後の耐水性を増強し、水溶
性高分子は、ワーカビリティー、保水性、ブリーディン
グに対する抵抗性を改善し、界面活性剤(AE剤)は陰
イオン系、陽イオン系、両性系等種々のものがあるが、
気泡効果があるので添加には十分検討して使用する。そ
の他使用されるポルトランドセメントもしくはモルタル
構成成分はセメント以外に例えば砂では粒子径は0.1
5〜1.2mm程度のものが使用されるが、微細な石や
硅酸質材料も適用することができる。上記のセメントお
よび各種配合剤の配合量はフッ素樹脂10〜30重量部
に対して70〜80重量部が作業性及び塗布膜の硬化性
等の点から好ましい。一方水は、フッ素樹脂として水分
散塗料を使用するが、実際にはセメントの他各種の配合
剤を添加し、均一にしてコンクリートに塗布するため
に、相当量の水が必要であるが、その量は混合塗装が容
易な程度に適宜の量を添加すればよいことは通常のモル
タルと同様である。When the fluororesin is applied to a concrete structure, it forms a net-like bond in the above composition and has corrosion resistance, and the copper, titanium and nickel powders are present on the surface to be coated due to the coexistence of these three components. It was confirmed that the appearance was good, there was no adhesion of organisms, and there was no change in the oxidation state. In particular, it is desirable that the mixing ratio of the fluororesin to the copper / titanium / nickel powder be 1: 3 to 3: 1 in terms of the anticorrosion effect after coating and curing. Other silane-based water repellents,
At least one of a water-soluble polymer and a surfactant
Adding and blending seeds is a common means of concrete, but silane-based water repellents enhance water resistance after curing, and water-soluble polymers improve workability, water retention, resistance to bleeding, There are various surfactants (AE agents) such as anionic, cationic and amphoteric surfactants.
Since it has a bubble effect, it should be used after careful consideration for its addition. Other portland cement or mortar components used are other than cement, for example, sand has a particle size of 0.1.
A material having a size of about 5 to 1.2 mm is used, but fine stones and siliceous materials can also be used. The amount of the cement and the various compounding agents is preferably from 70 to 80 parts by weight based on 10 to 30 parts by weight of the fluororesin from the viewpoints of workability and curability of the coating film. On the other hand, water uses a water-dispersed paint as a fluororesin, but in fact, a considerable amount of water is required to add various compounding agents in addition to cement and apply it uniformly to concrete. It is the same as that of a normal mortar that an appropriate amount may be added to such an extent that mixed coating is easy.
【0009】[0009]
【作用】本発明は、上記の組成物により構成された組成
を有するのでセメントの硬化により強固にコンクリート
構造物に接着すると共に、フッ素樹脂の強固な網目状被
膜により構造物を保護するものである。又、銅・チタン
・ニッケル粉末は水中で次第に塗膜より水中に溶出し
て、銅、チタン、ニッケルの各金属イオンを生成し、こ
れが水中に発生している硫化物のイオンと反応して不溶
性の金属酸化物を生成することおよび生物の発生や細菌
の発生を防止もしくは抑制して、例えば、上記金属のイ
オンにより殺菌して毒性のある硫化物の生成を防止する
ことができる。また、同時に用いられるフッ素樹脂は水
に難溶性で、セメント膜に強固な耐水防汚性を与える。According to the present invention, since the composition has the composition described above, the cement is firmly bonded to the concrete structure by hardening of the cement, and the structure is protected by the strong mesh-like film of fluororesin. . In addition, copper, titanium and nickel powders gradually elute from the coating film into water and produce copper, titanium and nickel metal ions, which react with sulfide ions generated in the water to become insoluble. The generation of metal oxides and the generation of organisms and bacteria can be prevented or suppressed, for example, the production of toxic sulfides can be prevented by sterilization with the metal ions. In addition, the fluororesin used at the same time is hardly soluble in water, and gives the cement film a strong water and soil resistance.
【0010】なお、本発明の実施に際して、フッ素樹脂
10〜30重量部と、銅・チタン・ニッケル粉末10〜
30重量部とを、ポルトランドセメントもしくはモルタ
ル材料と共に水により混合し分散して、コンクリートの
表面に塗装硬化させる。この場合、フッ素樹脂は前記の
ように水中に分散してエマルジョンとしたものが好まし
い。フッ素樹脂と銅・チタン・ニッケル粉末の比率を上
記の如く重量にて1:3〜3:1とする理由は、フッ素
樹脂が1重量部未満で銅・チタン・ニッケル粉末が3重
量部より多いと水中における金属粉末の分散性が悪く、
コンクリートに塗布したときに付着性が悪く、取扱が困
難となり、更に塗布膜に亀裂が入り易く、殺菌効果の点
では過量であるためコストの上昇を来たし、実用効果が
少ない。。逆にフッ素樹脂が3重量部より多く銅・チタ
ン・ニッケル粉末が1重量部より少ないと、金属相互の
金属間結合の生成が少な過ぎて、遊離するイオンが少な
いために殺菌効果が不十分となり、目的とする防食効果
が得られない。又銅・チタン・ニッケル粉末は、それぞ
れの金属の構成比率は特に限定するものではないが、何
れか1つを欠いても本発明で目的とするような殺菌効果
もしくは防食効果が得られない。銅・チタン・ニッケル
粉末を所定の配合量で、分散した塗布膜が得られ易く、
常温でそれぞれの金属が容易に結合して、軽くて堅牢な
銅・ニッケル結合体、銅・チタン結合体、あるいは銅・
チタン・ニッケル結合体を構成して、安定した耐食性の
被膜を形成する。In practicing the present invention, 10 to 30 parts by weight of a fluororesin and 10 to 30 parts of copper, titanium and nickel powders
30 parts by weight with Portland cement or mortar material and mixed with water to disperse, and paint harden on the concrete surface. In this case, it is preferable that the fluororesin be dispersed in water to form an emulsion as described above. The reason that the ratio of the fluororesin to the copper / titanium / nickel powder is 1: 3 to 3: 1 by weight as described above is that the fluororesin is less than 1 part by weight and the copper / titanium / nickel powder is more than 3 parts by weight. And dispersibility of metal powder in water is poor,
When applied to concrete, the adhesiveness is poor, handling becomes difficult, and the coating film is liable to crack, and the sterilization effect is excessive, so that the cost is increased and the practical effect is small. . Conversely, if the fluororesin is more than 3 parts by weight and the copper / titanium / nickel powder is less than 1 part by weight, the formation of intermetallic bonds between the metals is too small and the amount of free ions is small, resulting in an insufficient sterilization effect. , The desired anticorrosion effect cannot be obtained. The composition ratio of each metal in the copper / titanium / nickel powder is not particularly limited. However, even if any one of them is missing, the bactericidal effect or the anticorrosion effect as intended in the present invention cannot be obtained. Copper, titanium, nickel powder in a predetermined amount, it is easy to obtain a dispersed coating film,
At room temperature, each metal is easily bonded, and light and robust copper / nickel combination, copper / titanium combination, or copper / titanium combination
Construct a titanium-nickel combination to form a stable corrosion resistant coating.
【0011】なお、フッ素樹脂は本来化学的に安定で、
これに水溶性ポリマーを添加したものは、耐水性自体は
低下することなく、粒子間では空気や水の存在を許すの
で、同時に配合するセメント、モルタル等の硬化性成分
の硬化を速め、接着性を向上し、フッ素樹脂と水溶性ポ
リマーの協調した被膜により、腐食防止機能を高めるこ
とができる。すなわち、本発明における組成物におい
て、銅・チタン・ニッケル粉末を用いた所以は水中で容
易にイオンに遊離して金属酸化物が得易く、塗膜が防食
効果を上げることと、藻類の付着や甲殻類の付着を防止
し、併せて嫌気性の硫酸塩還元細菌の作用により発生す
る硫化水素によるコンクリートの劣化を防止できる点に
ある。このことは従来銅、もしくは銅酸化物のみ殺菌作
用ではこれらの全ての効果を期待できなかった点で著し
く相違するものである。Fluororesins are inherently chemically stable,
The addition of a water-soluble polymer allows the presence of air or water between the particles without lowering the water resistance itself, so that the curing of curable components such as cement and mortar to be mixed at the same time is accelerated, And the anti-corrosion function can be enhanced by the cooperative coating of the fluororesin and the water-soluble polymer. That is, in the composition of the present invention, the reason why copper / titanium / nickel powder is used is that the metal oxide is easily obtained by being easily liberated into water in water, and the coating film has an anticorrosive effect, The object is to prevent the adhesion of crustaceans and the deterioration of concrete caused by hydrogen sulfide generated by the action of anaerobic sulfate-reducing bacteria. This is a remarkable difference in that conventionally all of these effects could not be expected by the sterilization action of only copper or copper oxide.
【0012】[0012]
【実施例】以下本発明の実施例と比較例とについて述べ
る。尚以下部とあるは、重量部を示す。 実施例1 銅・チタン・ニッケル粉末(5:2.5:2.5) 20部 フッ素樹脂 15部 を適量の水を加えてエマルジョン状組成物となし、これ
にセメント、硅砂、シラン系発水剤、スチレン系水溶性
高分子、界面活性剤を計65重量部を適量の水と共に添
加して本発明の組成物を得、これをコンクリートの表面
に塗布した。EXAMPLES Examples of the present invention and comparative examples will be described below. In the following, parts are parts by weight. Example 1 Copper / titanium / nickel powder (5: 2.5: 2.5) 20 parts Fluororesin 15 parts was added to an appropriate amount of water to form an emulsion composition, to which cement, silica sand, and silane-based water spouting The composition, the styrene-based water-soluble polymer, and the surfactant were added in a total amount of 65 parts by weight together with an appropriate amount of water to obtain a composition of the present invention, which was applied to the surface of concrete.
【0013】実施例2 銅・チタン・ニッケル粉末(15:5:5) 15部 フッ素樹脂 15部 を適量の水を加えてエマルジョン状組成物とし、これに
セメント、ケイ酸塩およびアクリル系水溶性高分子を計
50重量部を適量の水と共に添加して本発明の組成物を
得、これをコンクリートの表面に塗布した。EXAMPLE 2 15 parts of copper / titanium / nickel powder (15: 5: 5) 15 parts of a fluororesin was added to an appropriate amount of water to form an emulsion composition, to which a cement, a silicate and an acrylic water-soluble composition were added. A total of 50 parts by weight of the polymer was added together with an appropriate amount of water to obtain a composition of the present invention, which was applied to the surface of concrete.
【0014】実施例3 銅・チタン・ニッケル粉末(5:2.5:2.5) 10部 フッ素樹脂 15部 を適量の水を加えてエマルジョン状組成物とし、これに
セメント、硅砂を加えた計55重量部を適量の水と共に
添加して本発明の組成物を得、これをコンクリートの表
面に塗布した。Example 3 10 parts of copper / titanium / nickel powder (5: 2.5: 2.5) 15 parts of a fluororesin were added to an appropriate amount of water to form an emulsion composition, to which cement and silica sand were added. A total of 55 parts by weight was added together with an appropriate amount of water to obtain a composition of the present invention, which was applied to the surface of concrete.
【0015】比較例1 エポキシ樹脂 15部 ポルトランドセメント 50部 硅砂 35部 を適量の水を加えて比較例のポリマーセメントとなし、
これをコンクリートの表面に塗布した。Comparative Example 1 Epoxy resin 15 parts Portland cement 50 parts Silica sand 35 parts was added to a polymer water of Comparative Example by adding an appropriate amount of water.
This was applied to the concrete surface.
【0016】比較例2 比較例として、ポリエステル樹脂塗料をコンクリートの
表面に塗布した。Comparative Example 2 As a comparative example, a polyester resin paint was applied to the surface of concrete.
【0017】比較例3 ポルトランドセメント 30部 硅砂 70部 を適量の水を加えた通常のセメントを比較例となし、こ
れをコンクリートの表面に塗布した。Comparative Example 3 An ordinary cement prepared by adding an appropriate amount of water to 30 parts of Portland cement and 70 parts of silica sand was used as a comparative example, and this was applied to the surface of concrete.
【0018】比較例4 銅粉末 10部 エポキシ樹脂 15部 を適量の水を加えてエマルジョン状組成物とし、これに
セメント、硅砂を加えた計55重量部を適量の水と共に
添加して本発明の組成物を得、これをコンクリートの表
面に塗布した。COMPARATIVE EXAMPLE 4 10 parts of copper powder and 15 parts of epoxy resin were added to a proper amount of water to form an emulsion composition, and a total of 55 parts by weight of cement and silica sand were added together with a proper amount of water. A composition was obtained and applied to the concrete surface.
【0019】比較例5 従来のように全く何も塗布しないコンクリートを比較試
料とした。Comparative Example 5 A concrete to which nothing was applied as in the prior art was used as a comparative sample.
【0020】上記の実施例および比較例の各試料を以下
の方法による比較試験を行なった。 比較試験 上記の実施例および比較例に示した各配合物を、コンク
リートブロックに塗布し、乾燥した後、水処理場の曝気
槽および最終沈澱槽に18か月浸漬して、生物の付着お
よびコンクリートの酸化(中性化状況)を観察した。そ
の結果は、曝気槽は表1、最終沈澱槽は表2に示すとお
りである。測定にあたっては、以下の試験方法によっ
た。 ○塗膜外観の評価;肉眼と指触とによった。 ○生物の付着状況;肉眼評価による観察及び電子顕微鏡
による観察 ○酸化(中性化)状況;試験方法は試験体を輪切りにし
てX線回折分析および示差熱分析により測定した。Each sample of the above Examples and Comparative Examples was subjected to a comparative test by the following method. Comparative Test Each of the formulations shown in the above Examples and Comparative Examples was applied to a concrete block, dried, and then immersed in an aeration tank and a final sedimentation tank of a water treatment plant for 18 months to attach the organisms and concrete. Was observed for oxidation (neutralization). The results are as shown in Table 1 for the aeration tank and Table 2 for the final sedimentation tank. In the measurement, the following test method was used.評 価 Evaluation of appearance of coating film; O Adherence of living things; Observation by visual evaluation and observation by electron microscope O Oxidation (neutralization) state: The test method was measured by X-ray diffraction analysis and differential thermal analysis using a test piece sliced.
【0021】[0021]
【表1】 [Table 1]
【0022】[0022]
【表2】 [Table 2]
【0023】実施例11 銅・ニッケル・チタン粉末(1:1:1) 20部 フッ素樹脂 15部 を適量の水を加えてエマルジョン状組成物となし、これ
にポルトランドセメント50部、硅砂15部と適量の水
を添加して本発明の組成物とした。Example 11 An emulsion composition was prepared by adding 20 parts of copper / nickel / titanium powder (1: 1: 1) to 15 parts of a fluororesin and adding an appropriate amount of water to the emulsion composition, and then adding 50 parts of Portland cement and 15 parts of silica sand. An appropriate amount of water was added to obtain a composition of the present invention.
【0024】実施例12 銅・チタン・ニッケル粉末(15:15:5) 15部 フッ素樹脂 20部 を適量の水を加えてエマルジョン状組成物となし、これ
にポルトランドセメント、硅砂、シラン発水剤を65部
と適量の水を添加して本発明の組成物とした。Example 12 15 parts of copper / titanium / nickel powder (15: 15: 5) 20 parts of a fluororesin was added to an appropriate amount of water to form an emulsion composition, which was then used as Portland cement, silica sand, and silane water generating agent. Was added to 65 parts and an appropriate amount of water to obtain a composition of the present invention.
【0025】実施例13 銅・チタン・ニッケル粉末(10:5:5) 15部 フッ素樹脂 15部 を適量の水を加えてエマルジョン塗料となし、これにポ
ルトランドセメント,硅酸塩、アクリル系水溶性活性剤
を60部添加して本発明の組成物とした。Example 13 15 parts of copper / titanium / nickel powder (10: 5: 5) 15 parts of a fluororesin were added with an appropriate amount of water to form an emulsion paint, which was then made into Portland cement, silicate, acrylic water-soluble 60 parts of activator was added to the composition of the present invention.
【0026】比較例11 エポキシ樹脂 15部 ポルトランドセメント 50部 硅砂 35部 に適量の水を加えて比較用のポリマーセメントとした。Comparative Example 11 An appropriate amount of water was added to 15 parts of an epoxy resin, 50 parts of Portland cement, and 35 parts of silica sand to prepare a comparative polymer cement.
【0027】比較例12 ポリエステル樹脂塗料を比較試料とした。Comparative Example 12 A polyester resin paint was used as a comparative sample.
【0028】比較例13 ポルトランドセメント 15部 硅砂 70部 に適量の水を加えて比較用のセメントとした。Comparative Example 13 A comparative cement was prepared by adding an appropriate amount of water to 15 parts of Portland cement and 70 parts of silica sand.
【0029】比較例14 銅粉末 15部 エポキシ樹脂 15部 ポルトランドセメント 50部 に界面活性剤と適量の水を加えて比較試料とした。Comparative Example 14 A comparative sample was prepared by adding a surfactant and an appropriate amount of water to 15 parts of copper powder, 15 parts of epoxy resin, and 50 parts of Portland cement.
【0030】比較例15 従来のように全く何も塗布しないコンクリートを比較試
料とした。Comparative Example 15 A concrete to which nothing was applied as in the prior art was used as a comparative sample.
【0031】比較試験 上記の実施例および比較例に示した各配合物を、コンク
リートブロックに1mm厚に塗り付け乾燥後、下水処理
場の最終沈澱槽に6か月浸漬して、生物の付着およびコ
ンクリートの酸化(中性化状況)を観察した。その結果
は、最終沈澱槽は表3に示すとおりである。測定にあた
っては、以下の試験方法によった。 ○塗膜外観の評価;肉眼と指触とによった。 ○生物の付着状況;肉眼評価による観察及び電子顕微鏡
による観察 ○酸化(中性化)状況;試験方法は試験体を輪切りにし
てX線回折分析および示差熱分析により測定した。Comparative Test Each of the formulations shown in the above Examples and Comparative Examples was applied to a concrete block to a thickness of 1 mm, dried and then immersed in a final sedimentation tank of a sewage treatment plant for 6 months. The oxidation (neutralization state) of the concrete was observed. The results are shown in Table 3 for the final settling tank. In the measurement, the following test method was used.評 価 Evaluation of appearance of coating film; O Adherence of living things; Observation by visual evaluation and observation by electron microscope O Oxidation (neutralization) state: The test method was measured by X-ray diffraction analysis and differential thermal analysis using a test piece sliced.
【0032】[0032]
【表3】 [Table 3]
【0033】[0033]
【発明の効果】本発明によれば、銅・チタン・ニッケル
粉末とフッ素樹脂の好ましい効果により、セメント構造
物の表面に塗布したときに強固に接着しながら、プール
や護岸コンクリート等の水と接する場合のコンクリート
建造物において、汚染状態で発生し易い硫酸菌等の酸基
を中和し、毒性を消滅させるとともに、長期にわたり生
物の付着や繁殖を防ぎ、コンクリートが劣化するのを防
止することができる。According to the present invention, the preferred effects of copper, titanium and nickel powders and fluororesins provide strong adhesion when applied to the surface of a cement structure and contact with water such as pools and seawall concrete. Neutralizing acid groups such as sulphate bacteria, which are likely to occur in a contaminated state, in order to eliminate toxicity and prevent the attachment and propagation of organisms for a long period of time, and prevent concrete deterioration. it can.
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) C04B 41/62 - 41/69 C09D 1/00 - 1/12 C09D 4/00 - 7/14 C09D 101/00 - 201/00──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int. Cl. 6 , DB name) C04B 41/62-41/69 C09D 1/00-1/12 C09D 4/00-7/14 C09D 101 / 00-201/00
Claims (6)
ニッケル粉末と、未硬化のポルトランドセメントもしく
はモルタルとを水に分散させたことを特徴とするコンク
リート構造物の劣化防止剤。(1) at least a fluorine resin, copper, titanium,
An agent for preventing deterioration of a concrete structure, wherein nickel powder and uncured Portland cement or mortar are dispersed in water.
末との配合比を重量にて1:3〜3:1とする請求項1
記載のコンクリート構造物の劣化防止剤。2. The compounding ratio of the fluororesin to the copper / titanium / nickel powder is 1: 3 to 3: 1 by weight.
An agent for preventing deterioration of the concrete structure according to the above.
剤、水溶性高分子、界面活性剤の中の少なくともいずれ
か1種を添加配合してなる請求項1もしくは2記載のコ
ンクリート構造物の劣化防止剤。3. The concrete structure according to claim 1, wherein at least one of a silane-based water repellent, a water-soluble polymer, and a surfactant is further added and blended as a deterioration inhibitor. Deterioration inhibitor.
ニッケル粉末と、未硬化のポルトランドセメントもしく
はモルタルとを水に分散させたコンクリート構造物の劣
化防止剤を、コンクリート構造物の表面に塗布して硬化
させることを特徴とするコンクリート構造物の劣化防止
方法。4. At least a fluorine resin, copper, titanium,
A method for preventing deterioration of a concrete structure, which comprises applying a hardening agent for a concrete structure in which nickel powder and uncured Portland cement or mortar are dispersed in water to the surface of the concrete structure and hardening the same. .
末との配合比を重量にて1:3〜3:1とする請求項4
記載のコンクリート構造物の劣化防止剤をコンクリート
構造物の表面に塗布して硬化させることを特徴とするコ
ンクリート構造物の劣化防止方法。5. The compounding ratio of the fluororesin to the copper / titanium / nickel powder is 1: 3 to 3: 1 by weight.
A method for preventing deterioration of a concrete structure, comprising applying the agent for preventing deterioration of a concrete structure according to any one of the preceding claims to the surface of the concrete structure and curing the same.
剤、水溶性高分子、界面活性剤の中の少なくともいずれ
か1種を添加配合してなるコンクリート構造物の劣化防
止剤を、コンクリート構造物の表面に塗布して硬化させ
ることを特徴とする請求項4もしくは5記載のコンクリ
ート構造物の劣化防止方法。6. A concrete structure further comprising at least one of a silane-based water repellent, a water-soluble polymer, and a surfactant. The method for preventing deterioration of a concrete structure according to claim 4 or 5, wherein the method is applied to the surface of the object and cured.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17960495A JP2808087B2 (en) | 1995-06-23 | 1995-06-23 | Deterioration inhibitor and method for preventing deterioration of concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17960495A JP2808087B2 (en) | 1995-06-23 | 1995-06-23 | Deterioration inhibitor and method for preventing deterioration of concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0912380A JPH0912380A (en) | 1997-01-14 |
| JP2808087B2 true JP2808087B2 (en) | 1998-10-08 |
Family
ID=16068658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17960495A Expired - Fee Related JP2808087B2 (en) | 1995-06-23 | 1995-06-23 | Deterioration inhibitor and method for preventing deterioration of concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2808087B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09263466A (en) * | 1996-03-27 | 1997-10-07 | Sumitomo Osaka Cement Co Ltd | Antimicrobial agent having permeability to concrete surface |
| JP4836025B2 (en) * | 2005-03-14 | 2011-12-14 | サンカイ化成株式会社 | Antifungal and antibacterial paints and coatings thereof |
| JP5691032B2 (en) * | 2012-06-23 | 2015-04-01 | 明 砂見 | Bactericidal and anticorrosive agent for iron and concrete structures and method for preventing deterioration |
| CN118515453B (en) * | 2024-07-22 | 2024-11-05 | 南通大学 | Environment-friendly self-cleaning building material and preparation method thereof |
-
1995
- 1995-06-23 JP JP17960495A patent/JP2808087B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0912380A (en) | 1997-01-14 |
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