JPH06190822A - Lightweight aerated concrete, manufacture thereof and powder coating for reinforcing steel frame - Google Patents
Lightweight aerated concrete, manufacture thereof and powder coating for reinforcing steel frameInfo
- Publication number
- JPH06190822A JPH06190822A JP4347131A JP34713192A JPH06190822A JP H06190822 A JPH06190822 A JP H06190822A JP 4347131 A JP4347131 A JP 4347131A JP 34713192 A JP34713192 A JP 34713192A JP H06190822 A JPH06190822 A JP H06190822A
- Authority
- JP
- Japan
- Prior art keywords
- weight
- parts
- steel frame
- cellular concrete
- powder coating
- 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
Links
- 239000011248 coating agent Substances 0.000 title claims abstract description 107
- 238000000576 coating method Methods 0.000 title claims abstract description 103
- 239000000843 powder Substances 0.000 title claims abstract description 52
- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims abstract description 46
- 238000004519 manufacturing process Methods 0.000 title claims description 9
- 239000004567 concrete Substances 0.000 title abstract description 29
- 239000003822 epoxy resin Substances 0.000 claims abstract description 36
- 229920000647 polyepoxide Polymers 0.000 claims abstract description 36
- 239000000463 material Substances 0.000 claims abstract description 22
- 229920001187 thermosetting polymer Polymers 0.000 claims abstract description 16
- 238000002844 melting Methods 0.000 claims abstract description 10
- 230000008018 melting Effects 0.000 claims abstract description 10
- 239000011381 foam concrete Substances 0.000 claims description 56
- 229910000831 Steel Inorganic materials 0.000 claims description 30
- 239000010959 steel Substances 0.000 claims description 30
- IISBACLAFKSPIT-UHFFFAOYSA-N bisphenol A Chemical compound C=1C=C(O)C=CC=1C(C)(C)C1=CC=C(O)C=C1 IISBACLAFKSPIT-UHFFFAOYSA-N 0.000 claims description 26
- 239000004593 Epoxy Substances 0.000 claims description 19
- 239000000049 pigment Substances 0.000 claims description 19
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N phenol group Chemical group C1(=CC=CC=C1)O ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 claims description 13
- 239000005011 phenolic resin Substances 0.000 claims description 12
- 229920005989 resin Polymers 0.000 claims description 8
- 239000011347 resin Substances 0.000 claims description 8
- UFHFLCQGNIYNRP-UHFFFAOYSA-N Hydrogen Chemical compound [H][H] UFHFLCQGNIYNRP-UHFFFAOYSA-N 0.000 claims description 7
- 229910052739 hydrogen Inorganic materials 0.000 claims description 7
- 239000001257 hydrogen Substances 0.000 claims description 7
- 229920003986 novolac Polymers 0.000 claims description 7
- 125000002887 hydroxy group Chemical group [H]O* 0.000 claims description 6
- 239000003973 paint Substances 0.000 claims description 2
- 229940125782 compound 2 Drugs 0.000 claims 1
- 125000002924 primary amino group Chemical group [H]N([H])* 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 claims 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 19
- 230000000052 comparative effect Effects 0.000 description 13
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 11
- 239000004568 cement Substances 0.000 description 9
- 239000000203 mixture Substances 0.000 description 9
- -1 hydrotalcite compound Chemical class 0.000 description 8
- 238000010438 heat treatment Methods 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 7
- 238000004132 cross linking Methods 0.000 description 6
- 230000003449 preventive effect Effects 0.000 description 5
- 229910052782 aluminium Inorganic materials 0.000 description 4
- 239000003795 chemical substances by application Substances 0.000 description 4
- 239000008199 coating composition Substances 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- 238000002156 mixing Methods 0.000 description 4
- 239000000047 product Substances 0.000 description 4
- 239000000377 silicon dioxide Substances 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 239000011247 coating layer Substances 0.000 description 3
- 238000013329 compounding Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005336 cracking Methods 0.000 description 3
- RAXXELZNTBOGNW-UHFFFAOYSA-N imidazole Natural products C1=CNC=N1 RAXXELZNTBOGNW-UHFFFAOYSA-N 0.000 description 3
- IQPQWNKOIGAROB-UHFFFAOYSA-N isocyanate group Chemical group [N-]=C=O IQPQWNKOIGAROB-UHFFFAOYSA-N 0.000 description 3
- 238000004898 kneading Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000011056 performance test Methods 0.000 description 3
- 229920001568 phenolic resin Polymers 0.000 description 3
- 239000011342 resin composition Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- KAKZBPTYRLMSJV-UHFFFAOYSA-N Butadiene Chemical compound C=CC=C KAKZBPTYRLMSJV-UHFFFAOYSA-N 0.000 description 2
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- WYURNTSHIVDZCO-UHFFFAOYSA-N Tetrahydrofuran Chemical compound C1CCOC1 WYURNTSHIVDZCO-UHFFFAOYSA-N 0.000 description 2
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 2
- XLOMVQKBTHCTTD-UHFFFAOYSA-N Zinc monoxide Chemical compound [Zn]=O XLOMVQKBTHCTTD-UHFFFAOYSA-N 0.000 description 2
- TZCXTZWJZNENPQ-UHFFFAOYSA-L barium sulfate Chemical compound [Ba+2].[O-]S([O-])(=O)=O TZCXTZWJZNENPQ-UHFFFAOYSA-L 0.000 description 2
- 239000003054 catalyst Substances 0.000 description 2
- 230000032798 delamination Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000013034 phenoxy resin Substances 0.000 description 2
- 229920006287 phenoxy resin Polymers 0.000 description 2
- 229920001225 polyester resin Polymers 0.000 description 2
- 239000004645 polyester resin Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 235000019832 sodium triphosphate Nutrition 0.000 description 2
- UNXRWKVEANCORM-UHFFFAOYSA-I triphosphate(5-) Chemical compound [O-]P([O-])(=O)OP([O-])(=O)OP([O-])([O-])=O UNXRWKVEANCORM-UHFFFAOYSA-I 0.000 description 2
- 239000011787 zinc oxide Substances 0.000 description 2
- 235000014692 zinc oxide Nutrition 0.000 description 2
- NDKWCCLKSWNDBG-UHFFFAOYSA-N zinc;dioxido(dioxo)chromium Chemical compound [Zn+2].[O-][Cr]([O-])(=O)=O NDKWCCLKSWNDBG-UHFFFAOYSA-N 0.000 description 2
- KUBDPQJOLOUJRM-UHFFFAOYSA-N 2-(chloromethyl)oxirane;4-[2-(4-hydroxyphenyl)propan-2-yl]phenol Chemical compound ClCC1CO1.C=1C=C(O)C=CC=1C(C)(C)C1=CC=C(O)C=C1 KUBDPQJOLOUJRM-UHFFFAOYSA-N 0.000 description 1
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 description 1
- 125000004203 4-hydroxyphenyl group Chemical group [H]OC1=C([H])C([H])=C(*)C([H])=C1[H] 0.000 description 1
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- BRLQWZUYTZBJKN-UHFFFAOYSA-N Epichlorohydrin Chemical compound ClCC1CO1 BRLQWZUYTZBJKN-UHFFFAOYSA-N 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 150000008065 acid anhydrides Chemical class 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 150000001335 aliphatic alkanes Chemical class 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 239000002518 antifoaming agent Substances 0.000 description 1
- 150000004982 aromatic amines Chemical class 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 239000006229 carbon black Substances 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 230000001413 cellular effect Effects 0.000 description 1
- ZCDOYSPFYFSLEW-UHFFFAOYSA-N chromate(2-) Chemical compound [O-][Cr]([O-])(=O)=O ZCDOYSPFYFSLEW-UHFFFAOYSA-N 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 229910052570 clay Inorganic materials 0.000 description 1
- 238000004040 coloring Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 239000007859 condensation product Substances 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- QGBSISYHAICWAH-UHFFFAOYSA-N dicyandiamide Chemical compound NC(N)=NC#N QGBSISYHAICWAH-UHFFFAOYSA-N 0.000 description 1
- ZBCBWPMODOFKDW-UHFFFAOYSA-N diethanolamine Chemical compound OCCNCCO ZBCBWPMODOFKDW-UHFFFAOYSA-N 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 239000002270 dispersing agent Substances 0.000 description 1
- 238000009503 electrostatic coating Methods 0.000 description 1
- 238000007610 electrostatic coating method Methods 0.000 description 1
- 125000003700 epoxy group Chemical group 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000004088 foaming agent Substances 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 125000000524 functional group Chemical group 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- WJRBRSLFGCUECM-UHFFFAOYSA-N hydantoin Chemical compound O=C1CNC(=O)N1 WJRBRSLFGCUECM-UHFFFAOYSA-N 0.000 description 1
- 229940091173 hydantoin Drugs 0.000 description 1
- 230000007062 hydrolysis Effects 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 229960001545 hydrotalcite Drugs 0.000 description 1
- 229910001701 hydrotalcite Inorganic materials 0.000 description 1
- 239000001023 inorganic pigment Substances 0.000 description 1
- LDHBWEYLDHLIBQ-UHFFFAOYSA-M iron(3+);oxygen(2-);hydroxide;hydrate Chemical compound O.[OH-].[O-2].[Fe+3] LDHBWEYLDHLIBQ-UHFFFAOYSA-M 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 239000003960 organic solvent Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000010298 pulverizing process Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000001694 spray drying Methods 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- NVKTUNLPFJHLCG-UHFFFAOYSA-N strontium chromate Chemical compound [Sr+2].[O-][Cr]([O-])(=O)=O NVKTUNLPFJHLCG-UHFFFAOYSA-N 0.000 description 1
- 239000000454 talc Substances 0.000 description 1
- 229910052623 talc Inorganic materials 0.000 description 1
- YLQBMQCUIZJEEH-UHFFFAOYSA-N tetrahydrofuran Natural products C=1C=COC=1 YLQBMQCUIZJEEH-UHFFFAOYSA-N 0.000 description 1
- 239000004408 titanium dioxide Substances 0.000 description 1
- BIKXLKXABVUSMH-UHFFFAOYSA-N trizinc;diborate Chemical compound [Zn+2].[Zn+2].[Zn+2].[O-]B([O-])[O-].[O-]B([O-])[O-] BIKXLKXABVUSMH-UHFFFAOYSA-N 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
- LRXTYHSAJDENHV-UHFFFAOYSA-H zinc phosphate Chemical compound [Zn+2].[Zn+2].[Zn+2].[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O LRXTYHSAJDENHV-UHFFFAOYSA-H 0.000 description 1
- 229910000165 zinc phosphate Inorganic materials 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は補強鉄骨を用いた軽量気
泡コンクリートの製造方法および補強鉄骨に塗装する粉
体塗料組成物に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing lightweight cellular concrete using a reinforcing steel frame and a powder coating composition for coating the reinforcing steel frame.
【0002】[0002]
【従来の技術】一般にオートクレーブ養生した気泡コン
クリートは、製造後速やかに中性化する。また空気中の
炭酸ガスによってコンクリートが炭酸化され、さらに防
錆効果は低下する。この炭酸化によってコンクリート内
部の鉄骨が腐食しやすくなるので、鉄骨を経年的に防錆
するために、鉄骨に防錆塗装を施して気泡コンクリート
内に埋設することが行われている。2. Description of the Related Art Generally, aerated concrete cured by autoclave is neutralized immediately after its production. Further, carbon dioxide in the air carbonizes the concrete, further reducing the rust preventive effect. This carbonation causes corrosion of the steel frame inside the concrete, and therefore, in order to prevent the steel frame from rusting over time, it has been practiced to apply a rust preventive coating to the steel frame and embed it in aerated concrete.
【0003】このような防錆効果を高めるため、従来は
セメント、ケイ砂、水の混合物からなるセメント系塗布
剤を補強鉄骨に浸し塗りし、硬化させた防錆処理鉄骨が
用いられている。また特開平3−109247号公報に
は、フェノキシ樹脂60〜95重量%と、封鎖されたイ
ソシアネート基を有する硬化剤5〜40重量%とからな
る塗膜形成成分100重量部に対して、ハイドロタルサ
イト類化合物、亜鉛華、ジンククロメートからなる防錆
剤0.01〜10重量部を含む軽量気泡コンクリート補
強鉄骨用樹脂組成物を塗装し、加熱することによって硬
化させ、防錆処理鉄骨を作ることが提案されている。In order to enhance the rust-preventing effect, a rust-preventing treated steel frame has been conventionally used in which a cement-based coating agent consisting of a mixture of cement, silica sand and water is dipped and hardened on a reinforcing steel frame to be hardened. Further, JP-A-3-109247 discloses that hydrotalum is added to 100 parts by weight of a film forming component composed of 60 to 95% by weight of a phenoxy resin and 5 to 40% by weight of a curing agent having a blocked isocyanate group. To produce a rust-prevented steel frame by coating a light-weight cellular concrete reinforced steel frame resin composition containing 0.01 to 10 parts by weight of a rust preventive agent composed of a site compound, zinc white, and zinc chromate, and curing the resin composition by heating. Is proposed.
【0004】一方、特開平3−170358号公報に
は、フェノキシ樹脂95重量%超〜100重量%以下と
封鎖されたイソシアネート基を有する硬化剤5重量%未
満〜0重量%とからなる塗膜形成成分100重量部に対
して、ハイドロタルサイト類化合物、亜鉛華、ジンクク
ロメートからなる防錆顔料0.01〜10重量部含む軽
量気泡コンクリート補強鉄骨用樹脂組成物を塗装し、加
熱することによって防錆処理鉄骨を作ることが記載され
ている。On the other hand, in Japanese Patent Laid-Open No. 3-170358, a coating film comprising a phenoxy resin of more than 95% by weight and 100% by weight or less and a blocked isocyanate group-containing curing agent of less than 5% by weight to 0% by weight is formed. A lightweight cellular concrete reinforced steel frame resin composition containing 0.01 to 10 parts by weight of a rust preventive pigment composed of a hydrotalcite compound, zinc white, and zinc chromate is applied to 100 parts by weight of the component, and the composition is protected by heating. It is described to make rust treated steel.
【0005】さらに特開平3−96555号公報には、
鉄筋を粉体の溶融しない温度に予備加熱した後粉体塗料
を付着させ、次にコンクリート成分中に入れオートクレ
ーブ養生で鉄筋およびコンクリートの両者に二次付着さ
せることを特徴とする鉄筋の防錆塗装方法が記載されて
いる。Further, Japanese Patent Application Laid-Open No. 3-96555 discloses that
Anti-corrosion coating of rebar, characterized by preheating the rebar to a temperature at which the powder does not melt, applying the powder coating, and then placing it in the concrete component and secondarily adhering to both the rebar and concrete by autoclave curing. The method is described.
【0006】また特公昭62−57667号公報には、
(A)ビス(4−ヒドロキシフェニル)アルカンとエピ
クロルヒドリンとを反応させて得られる数平均分子量7
00〜4000で、かつエポキシ当量150〜3800
のエポキシ樹脂、(B)ノボラック形フェノール樹脂と
エピハロヒドリンとの縮合反応物、(C)ブタジエンを
主成分とする反応性官能基を有するゴム状物質および
(D)フェノール樹脂を主成分として用いてなり、上記
(A)成分100重量部あたり、(B)成分が5〜50
重量部、(C)成分が1〜50重量部であり、(D)成
分が(A)、(B)および(C)成分に含まれる合計の
エポキシ基1当量あたり、フェノール性水酸基0.6〜
1.5当量の割合からなることを特徴とする粉体塗料組
成物のことが記載されている。Further, Japanese Patent Publication No. 62-57667 discloses that
(A) Number average molecular weight 7 obtained by reacting bis (4-hydroxyphenyl) alkane with epichlorohydrin
00 to 4000 and an epoxy equivalent of 150 to 3800
Epoxy resin, (B) a condensation product of a novolac-type phenol resin and epihalohydrin, (C) a rubber-like substance having a reactive functional group containing butadiene as a main component, and (D) a phenol resin as a main component. 5 to 50 parts by weight of the component (B) per 100 parts by weight of the component (A).
By weight, the component (C) is 1 to 50 parts by weight, and the component (D) is 0.6 parts by weight of a phenolic hydroxyl group per equivalent of the total epoxy groups contained in the components (A), (B) and (C). ~
A powder coating composition is described, characterized in that it consists of a ratio of 1.5 equivalents.
【0007】[0007]
【発明が解決しようとする課題】このような従来品のう
ち、前記セメント系塗布剤を用いたものは、軽量気泡コ
ンクリート成分と、鉄骨に塗布したセメント系塗布剤と
の付着性が不十分であり、鉄骨に塗装したセメント系塗
布剤の皮膜には脆さがある。そのため防錆処理鉄骨で補
強した軽量気泡コンクリートからなる建材の運搬時の振
動、これらの軽量気泡コンクリート材を用いた家屋の建
築時の振動、あるいは地震による振動等により、軽量気
泡コンクリート建造物の壁面に歪みが生じた際などに、
防錆処理鉄骨と軽量気泡コンクリートとが境界面部で剥
離する。このためセメント系塗布剤にヒビが入って鉄骨
に錆が発生し、鉄骨が浸食されるという問題があった。Among such conventional products, the one using the cement-based coating agent has insufficient adhesion between the lightweight cellular concrete component and the cement-based coating agent applied to the steel frame. There is a brittleness in the coating of the cement-based coating agent applied to the steel frame. Therefore, due to vibration during transportation of building materials made of lightweight aerated concrete reinforced with rustproof steel, vibration at the time of building a house using these lightweight aerated concrete materials, or vibration due to an earthquake, etc. When there is distortion,
The rustproof steel frame and the lightweight cellular concrete separate at the interface. Therefore, there is a problem that the cement-based coating agent is cracked and rust is generated in the steel frame, and the steel frame is eroded.
【0008】また特開平3−109247号公報の軽量
気泡コンクリート補強鉄骨用組成物は、封鎖されたイソ
シアネート基を100℃〜220℃で解離させ、十分に
硬化した塗膜を補強鉄骨上に形成させた後、軽量気泡コ
ンクリート成分中に入れ、オートクレーブ中で通常18
0℃±20℃、10±2気圧中で8〜12時間養生する
ことにより、補強鉄骨で補強した軽量気泡コンクリート
を製造するため、補強鉄骨上の塗膜と軽量気泡コンクリ
ート成分との付着が不十分であり、この間で剥離すると
いう問題があった。Further, in the composition for light-weight cellular concrete-reinforced steel frame disclosed in JP-A-3-109247, the blocked isocyanate groups are dissociated at 100 ° C. to 220 ° C. to form a sufficiently cured coating film on the reinforcing steel frame. After being placed in the lightweight cellular concrete component, it is usually placed in an autoclave for 18
Since a lightweight cellular concrete reinforced with a reinforcing steel frame is produced by curing at 0 ° C. ± 20 ° C. and 10 ± 2 atmospheric pressure for 8 to 12 hours, the adhesion between the coating film on the reinforcing steel frame and the lightweight cellular concrete component does not occur. It was sufficient, and there was a problem of peeling during this period.
【0009】特開平3−170358号公報の軽量気泡
コンクリート補強鉄骨用組成物の場合は、補強鉄骨上に
塗装した塗膜は3次元網目構造が不十分であり、セメン
ト系塗布剤を用いたものと同様に、軽量気泡コンクリー
ト材に歪みが生じた場合、塗膜層が破壊され補強鉄骨と
塗膜の間で剥離が発生し、補強鉄骨に錆が発生し、鉄骨
が浸食されるという問題があった。In the case of the lightweight cellular concrete reinforced steel frame composition disclosed in Japanese Patent Application Laid-Open No. 3-170358, a coating applied on the reinforced steel frame has an insufficient three-dimensional network structure, and a cement-based coating agent is used. Similarly, when the lightweight cellular concrete material is distorted, the coating layer is destroyed, peeling occurs between the reinforcing steel frame and the coating film, rust occurs on the reinforcing steel frame, and the steel frame is eroded. there were.
【0010】一方、特開平3−96555号公報の鉄筋
を粉体が溶融しない温度に予備加熱後、粉体塗料を付着
させ、次にコンクリート成分中に入れてオートクレーブ
養生を行なう鉄筋の防錆塗装方法においては、鉄筋上に
付着させた粉体塗料は溶融させないため、鉄筋上に粒子
状に存在して、連続した被膜を形成しておらず、鉄筋に
達する空隙が多数存在している。このため、コンクリー
ト成分中に入れた時、この空隙からコンクリート成分が
浸透し、直接鉄筋に触れるため、この部分から錆が発生
し、鉄筋が浸食されるという問題点があった。On the other hand, the rust-preventive coating for reinforcing bars of Japanese Unexamined Patent Publication No. 3-96555, in which the reinforcing bars are preheated to a temperature at which the powder does not melt, a powder coating is applied, and then placed in a concrete component for autoclave curing. In the method, since the powder coating material adhered on the reinforcing bar is not melted, it exists on the reinforcing bar in the form of particles, does not form a continuous film, and has many voids reaching the reinforcing bar. For this reason, when it is put into the concrete component, the concrete component permeates through the voids and directly contacts the reinforcing bar, so that there is a problem that rust is generated from this part and the reinforcing bar is eroded.
【0011】特公昭62−57667号公報の粉体塗料
組成物は、補強鉄骨を塗装し、十分に焼付けた後軽量気
泡コンクリートを製造した場合、オートクレーブ養生に
より塗膜が過剰焼付けとなるため、塗膜が固くなり、補
強鉄骨上の塗膜と軽量気泡コンクリート成分との付着が
不十分となり、この間で剥離するという問題があった。The powder coating composition disclosed in Japanese Patent Publication No. 62-57667 is applied when a lightweight cellular concrete is produced after the reinforcing steel frame is coated and sufficiently baked, and the coating film is excessively baked due to autoclave curing. There is a problem that the film becomes hard, the adhesion between the coating film on the reinforcing steel frame and the lightweight cellular concrete component becomes insufficient, and peeling occurs during this period.
【0012】また熱硬化性アクリル樹脂系粉体塗料を使
用した場合には、補強鉄骨との付着性が悪く、防錆力に
問題があり、熱硬化性ポリエステル樹脂系や熱硬化性エ
ポキシ樹脂/ポリエステル樹脂系の粉体塗料およびエポ
キシ樹脂系粉体塗料において、酸もしくは酸無水物を硬
化剤として使用する場合には、オートクレーブ養生中に
加水分解により塗膜が分解し、鉄骨とコンクリート成分
との間で均一な塗膜が形成されず、補強鉄骨から錆が発
生し、鉄骨が浸食されるという欠点があった。When a thermosetting acrylic resin-based powder coating is used, the adhesion to the reinforcing steel frame is poor and there is a problem in rust prevention. Therefore, thermosetting polyester resin-based or thermosetting epoxy resin / When using an acid or acid anhydride as a curing agent in polyester resin powder coatings and epoxy resin powder coatings, the coating film decomposes due to hydrolysis during autoclave curing, and There is a drawback that a uniform coating film is not formed between them, rust is generated from the reinforcing steel frame, and the steel frame is eroded.
【0013】本発明の目的は、上記のような従来品の問
題点を解決し、補強鉄骨と塗膜、および塗膜と軽量コン
クリーの付着性が高く、軽量気泡コンクリート材のひず
み等による塗膜の割れや剥離、塗膜と軽量気泡コンクリ
ート材との間での剥離などを防止できる軽量気泡コンク
リート、その製造方法および補強鉄骨用粉体塗料を提供
することである。The object of the present invention is to solve the problems of the conventional products as described above, and to have a high adhesion between the reinforcing steel frame and the coating film, and the coating film and the lightweight concrete, and the coating film due to the strain of the lightweight cellular concrete material. It is an object of the present invention to provide a lightweight cellular concrete capable of preventing cracking and delamination of the coating, delamination between a coating film and a lightweight cellular concrete material, a method for producing the same, and a powder coating material for a reinforcing steel frame.
【0014】[0014]
【課題を解決するための手段】本発明は次の軽量気泡コ
ンクリート、その製造方法および補強鉄骨用粉体塗料で
ある。 (1)熱硬化性エポキシ樹脂系粉体塗料を塗装し、融点
以上の温度でゲル含量10〜80重量%になるように焼
付けた補強鉄骨が、軽量気泡コンクリート成分中に入れ
られた状態でオートクレーブ養生された成形物からなる
ことを特徴とする軽量気泡コンクリート。 (2)補強鉄骨に熱硬化性エポキシ樹脂系粉体塗料を塗
装し、融点以上の温度でゲル含量10〜80重量%にな
るように焼付後、軽量気泡コンクリート成分中に入れ、
オートクレーブ養生することを特徴とする軽量気泡コン
クリートの製造方法。 (3)エポキシ当量450〜3300g/eqのビスフ
ェノールA型エポキシ樹脂60〜80重量部、エポキシ
当量150〜800g/eqのフェノールノボラック型
エポキシ樹脂5〜15重量部、フェノール性ヒドロキシ
ル基2〜6meq/g、かつ軟化点70〜120℃のフ
ェノール樹脂15〜35重量部からなる樹脂成分100
重量部に対して、顔料分を40〜120重量部含有する
熱硬化性エポキシ樹脂系粉体塗料からなることを特徴と
する上記(1)記載の軽量気泡コンクリートの補強鉄骨
用粉体塗料。 (4)エポキシ当量450〜3300g/eqのビスフ
ェノールA型エポキシ樹脂80〜98重量部、活性水素
当量20〜300g/eqのアミノ化合物2〜20重量
部からなる樹脂成分100重量部に対して、顔料分を4
0〜120重量部含有する熱硬化性エポキシ樹脂系粉体
塗料からなることを特徴とする上記(1)記載の軽量気
泡コンクリートの補強鉄骨用粉体塗料。The present invention provides the following lightweight cellular concrete, a method for producing the same, and a powder coating for reinforcing steel frame. (1) Autoclave in which a reinforcing steel frame coated with a thermosetting epoxy resin powder coating material and baked to a gel content of 10 to 80% by weight at a temperature above the melting point is put in a lightweight cellular concrete component. Light-weight cellular concrete characterized by consisting of a cured molding. (2) A thermosetting epoxy resin powder coating is applied to the reinforcing steel frame, baked at a temperature above the melting point so that the gel content is 10 to 80% by weight, and then put into a lightweight cellular concrete component,
A method for producing a lightweight cellular concrete, which is characterized by curing in an autoclave. (3) 60 to 80 parts by weight of bisphenol A type epoxy resin having an epoxy equivalent of 450 to 3300 g / eq, 5 to 15 parts by weight of phenol novolac type epoxy resin having an epoxy equivalent of 150 to 800 g / eq, and 2 to 6 meq / g of phenolic hydroxyl group. And a resin component 100 consisting of 15 to 35 parts by weight of a phenol resin having a softening point of 70 to 120 ° C.
The powder coating material for reinforcing steel frame of lightweight cellular concrete according to (1) above, which is composed of a thermosetting epoxy resin powder coating material containing 40 to 120 parts by weight of a pigment component with respect to parts by weight. (4) Pigment based on 100 parts by weight of a resin component consisting of 80 to 98 parts by weight of a bisphenol A type epoxy resin having an epoxy equivalent of 450 to 3300 g / eq and 2 to 20 parts by weight of an amino compound having an active hydrogen equivalent of 20 to 300 g / eq. Minutes 4
The powder coating material for reinforcing steel frame of lightweight cellular concrete according to (1) above, which comprises a thermosetting epoxy resin powder coating material in an amount of 0 to 120 parts by weight.
【0015】本発明において、補強鉄骨用粉体塗料とし
ての熱硬化性エポキシ樹脂系粉体塗料に用いられるビス
フェノールA型エポキシ樹脂はエポキシ当量450〜3
300g/eq、好ましくは600〜2000g/eq
のものであり、例えば油化シェルエポキシ(株)製のエ
ピコート1002、エピコート1003、エピコート1
004、エピコート1005、エピコート1007(い
ずれも商品名)、日本チバガイギー(株)製のアラルダ
イト6084(商品名)、ダウケミカル日本(株)製の
DER−663、DER−667(いずれも商品名)な
どが用いられる。In the present invention, the bisphenol A type epoxy resin used in the thermosetting epoxy resin-based powder coating as the powder coating for reinforcing steel frame has an epoxy equivalent of 450 to 3
300 g / eq, preferably 600-2000 g / eq
Which are manufactured by Yuka Shell Epoxy Co., Ltd., for example, Epicoat 1002, Epicoat 1003, and Epicoat 1
004, Epicoat 1005, Epicoat 1007 (all are trade names), Ciba-Geigy Co., Ltd. Araldite 6084 (trade name), Dow Chemical Japan Co., Ltd. DER-663, DER-667 (all trade names), etc. Is used.
【0016】またフェノールノボラック型エポキシ樹脂
はエポキシ当量150〜800g/eq、好ましくは1
60〜500g/eqのものであり、例えば油化シェル
エポキシ(株)製のエピコート152、エピコート15
4(いずれも商品名)、東都化成(株)製のエポトート
YDPN−601、エポトートYDPN−602(いず
れも商品名)などがあげられる。The phenol novolac type epoxy resin has an epoxy equivalent of 150 to 800 g / eq, preferably 1
60 to 500 g / eq, for example, Epicoat 152, Epicoat 15 manufactured by Yuka Shell Epoxy Co., Ltd.
4 (both are trade names), Toto Kasei Co., Ltd. Epotote YDPN-601, Epotote YDPN-602 (both are trade names) and the like.
【0017】フェノール樹脂はフェノール性ヒドロキシ
ル基2〜6meq/g、好ましくは2.5〜5.0eq
/g、軟化点70〜120℃、好ましくは80〜100
℃のものであり、例えば油化シェルエポキシ(株)製の
エピキュア170、エピキュア171、エピキュア17
1N、エピキュア172(いずれも商品名)、ダウケミ
カル日本(株)製のXD−8062.00(商品名)な
どがあげられる。The phenol resin has a phenolic hydroxyl group of 2 to 6 meq / g, preferably 2.5 to 5.0 eq.
/ G, softening point 70 to 120 ° C, preferably 80 to 100
C., for example, Epicure 170, Epicure 171, Epicure 17 manufactured by Yuka Shell Epoxy Co., Ltd.
1N, Epicure 172 (all are trade names), XD-8062.00 (trade name) manufactured by Dow Chemical Japan Co., Ltd., and the like.
【0018】アミノ化合物は活性水素当量20〜300
g/eq、好ましくは20〜200g/eqのものであ
り、例えばジシアンジアミドおよびその誘導体、イミダ
ゾールおよびその誘導体、芳香族アミンおよびその誘導
体、脂肪族アミンおよびその誘導体、ヒダントインおよ
びその誘導体、加熱によって活性水素が発生する潜在性
アミノ化合物などがあげられる。The amino compound has an active hydrogen equivalent of 20 to 300.
g / eq, preferably 20 to 200 g / eq, such as dicyandiamide and its derivative, imidazole and its derivative, aromatic amine and its derivative, aliphatic amine and its derivative, hydantoin and its derivative, active hydrogen by heating. And a latent amino compound that generates
【0019】また顔料としては、着色顔料例えば二酸化
チタン、べんがら、黄色酸化鉄、カーボンブラックなど
の無機顔料、タルク、硫酸バリウム、シリカ、炭酸カル
シウム、アルミナ、クレーなどの体質顔料、トリポリリ
ン酸アルミニウム、ジンククロメート、ストロンチュー
ムクロメート、リン酸亜鉛、硼酸亜鉛などの防錆顔料な
どがあげられる。Examples of the pigment include coloring pigments such as titanium dioxide, red iron oxide, yellow iron oxide, inorganic pigments such as carbon black, extrinsic pigments such as talc, barium sulfate, silica, calcium carbonate, alumina and clay, aluminum tripolyphosphate and zinc. Examples include rust preventive pigments such as chromate, strontium chromate, zinc phosphate and zinc borate.
【0020】本発明の請求項3の補強鉄骨用粉体塗料は
上記ビスフェノールA型エポキシ樹脂60〜80重量
部、好ましくは60〜75重量部、フェノールノボラッ
ク型エポキシ樹脂5〜15重量部、好ましくは5〜13
重量部、およびフェノール樹脂15〜35重量部、好ま
しくは17〜30重量部からなる樹脂成分100重量部
に対して、顔料分40〜120重量部、好ましくは45
〜110重量部含有するものである。The powder coating for reinforcing steel frame according to claim 3 of the present invention comprises 60 to 80 parts by weight, preferably 60 to 75 parts by weight, of the above bisphenol A type epoxy resin, 5 to 15 parts by weight of phenol novolac type epoxy resin, preferably 5-13
40 parts by weight, preferably 45 parts by weight of pigment, based on 100 parts by weight of the resin component consisting of 15 parts by weight and 15 to 35 parts by weight of phenol resin, preferably 17 to 30 parts by weight.
~ 110 parts by weight.
【0021】この粉体塗料において、ビスフェノールA
型エポキシ樹脂のエポキシ当量が450g/eq未満の
場合には、液状となって粉体塗料にならず、3300g
/eqを超える場合には架橋不足になって、塗膜が軟か
くなり、ともに好ましくない。また配合量が60重量部
未満の場合には架橋しすぎて、塗膜が硬くてもろくな
り、80重量部を超える場合には架橋不足になって、塗
膜が軟かくなりすぎ、ともに好ましくない。In this powder coating, bisphenol A
When the epoxy equivalent of the type epoxy resin is less than 450 g / eq, it becomes liquid and does not become powder coating, and 3300 g
If it exceeds / eq, crosslinking becomes insufficient and the coating film becomes soft, which is not preferable. Further, when the amount is less than 60 parts by weight, the coating film is too crosslinked to make the coating film hard and brittle, and when it exceeds 80 parts by weight, the coating film becomes too soft and the coating film becomes too soft. .
【0022】フェノールノボラック型エポキシ樹脂のエ
ポキシ当量が150g/eq未満の場合、もしくは配合
量が15重量部を超える場合には、架橋しすぎて硬くて
もろい塗膜になり、エポキシ当量が800g/eqを超
える場合もしくは配合量が5未満の場合には架橋不足に
より塗膜が軟かくなりすぎてともに好ましくない。When the epoxy equivalent of the phenol novolac type epoxy resin is less than 150 g / eq, or when the blending amount exceeds 15 parts by weight, the coating becomes too hard to form a hard and brittle coating, and the epoxy equivalent is 800 g / eq. If the amount exceeds 5 or the amount is less than 5, the coating film becomes too soft due to insufficient crosslinking, which is not preferable.
【0023】フェノール樹脂のフェノール性ヒドロキシ
ル基が2meq/g未満の場合、もしくは配合量が15
未満の場合は、架橋不足により硬化塗膜が軟らかくなり
すぎ、フェノール性ヒドロキシル基が6meq/gを超
える場合、もしくは配合量が35重量部を超える場合に
は、架橋しすぎて硬くてもろい塗膜になり、ともに好ま
しくない。またフェノール樹脂の軟化点が70℃未満の
場合には、粉体塗料がブロッキングしやすくなり、12
0℃を超える場合には、粉体塗料製造時の溶融混練時に
均一に他成分と混合しにくいためともに好ましくない。When the phenolic hydroxyl group of the phenol resin is less than 2 meq / g, or the compounding amount is 15
When the amount is less than the above, the cured coating film becomes too soft due to insufficient crosslinking, and when the phenolic hydroxyl group exceeds 6 meq / g, or when the compounding amount exceeds 35 parts by weight, the coating film is too crosslinked and hard and brittle. Both are not preferable. If the softening point of the phenolic resin is less than 70 ° C, the powder coating material tends to be blocked,
If the temperature exceeds 0 ° C, it is difficult to uniformly mix with other components during melt-kneading in the production of powder coating, which is not preferable.
【0024】樹脂成分100重量部に対して顔料分が4
0重量部未満の場合には、塗膜に細かい凹凸ができにく
く、かつ無機質のコンクリート成分との相溶性が悪い。
また120重量部を超える場合には、顔料が入りすぎて
硬化が不十分となって、もろい塗膜になり、ともに好ま
しくない。The pigment content is 4 with respect to 100 parts by weight of the resin component.
If the amount is less than 0 part by weight, fine irregularities are hardly formed on the coating film, and the compatibility with the inorganic concrete component is poor.
On the other hand, if it exceeds 120 parts by weight, the amount of the pigment is too much and the curing is insufficient, resulting in a brittle coating film, which is not preferable.
【0025】本発明の請求項4の補強鉄骨用粉体塗料
は、前記ビスフェノールA型エポキシ樹脂80〜98重
量部、好ましくは85〜96重量部、およびアミノ化合
物2〜20重量部、好ましくは4〜16重量部からなる
樹脂成分100重量部に対して、顔料分40〜120重
量部、好ましくは45〜110重量部含有するものであ
る。The powder coating for reinforcing steel frame according to claim 4 of the present invention is 80 to 98 parts by weight, preferably 85 to 96 parts by weight, and 2 to 20 parts by weight, preferably 4 of the bisphenol A type epoxy resin. The pigment component is contained in an amount of 40 to 120 parts by weight, preferably 45 to 110 parts by weight, based on 100 parts by weight of the resin component of 16 parts by weight.
【0026】この粉体塗料において、ビスフェノールA
型エポキシ樹脂のエポキシ当量が450g/eq未満の
場合には、液状となって粉体塗料にならず、3300g
/eqを超える場合には、架橋が不足して軟かい塗膜に
なり、ともに好ましくない。また配合量が80重量部未
満の場合には、架橋しすぎて硬くてもろい塗膜になり、
98重量部を超える場合には、架橋不足になって軟らか
い塗膜になりすぎ、ともに好ましくない。In this powder coating, bisphenol A
When the epoxy equivalent of the type epoxy resin is less than 450 g / eq, it becomes liquid and does not become powder coating, and 3300 g
If it exceeds / eq, crosslinking is insufficient and a soft coating film is formed, which is not preferable. If the blending amount is less than 80 parts by weight, the coating film becomes too hard to be hard and brittle,
If it exceeds 98 parts by weight, crosslinking is insufficient and the coating film becomes too soft, which is not preferable.
【0027】アミノ化合物の活性水素当量が20g/e
q未満の場合、もしくは配合量が20重量部を超える場
合には、架橋しすぎて硬くてもろい塗膜になり、活性水
素当量が300g/eqを超える場合もしくは配合量が
2重量部未満の場合には、架橋不足になって塗膜が軟か
くなりすぎ、ともに好ましくない。The active hydrogen equivalent of the amino compound is 20 g / e.
When it is less than q, or when the blending amount exceeds 20 parts by weight, it becomes a crosslinked and hard and brittle coating film, and when the active hydrogen equivalent exceeds 300 g / eq or when the blending amount is less than 2 parts by weight. In addition, the crosslinking becomes insufficient and the coating film becomes too soft, which is not preferable.
【0028】樹脂成分100重量部に対して顔料分が4
0重量部未満の場合には、塗膜に細かい凹凸ができにく
く、かつ無機質のコンクリート成分との相溶性が悪い。
また120重量部を超える場合には顔料が入りすぎて硬
化が不十分となりもろい塗膜になり、ともに好ましくな
い。なお、本発明では、必要に応じて顔料分散剤、表面
調整剤、発泡防止剤、耐熱安定剤、触媒などを適宜配合
することができる。The pigment content is 4 with respect to 100 parts by weight of the resin component.
If the amount is less than 0 part by weight, fine irregularities are hardly formed on the coating film, and the compatibility with the inorganic concrete component is poor.
On the other hand, if it exceeds 120 parts by weight, the pigment will be too much and the curing will be insufficient, resulting in a brittle coating film. In the present invention, a pigment dispersant, a surface conditioner, an antifoaming agent, a heat resistance stabilizer, a catalyst and the like can be appropriately added as needed.
【0029】上記本発明の粉体塗料は、それぞれの組成
物を80〜120℃程度で充分に溶融混練し、これを冷
却後粉砕することによって得られる。溶融混練装置とし
ては加熱ロール、加熱ニーダ、エクストルーダー、その
他の装置が用いられる。また粉体化はこれらの各成分を
揮発性溶剤に溶解し、熱い空気中に噴霧して粉体にする
いわゆる噴霧乾燥法によっても行なえる。The above powder coating composition of the present invention can be obtained by sufficiently kneading the respective compositions at about 80 to 120 ° C., cooling and pulverizing them. As the melt-kneading device, a heating roll, a heating kneader, an extruder, and other devices are used. The powdering can also be carried out by a so-called spray drying method in which each of these components is dissolved in a volatile solvent and sprayed in hot air to give a powder.
【0030】本発明の請求項1の軽量気泡コンクリート
は、前記により得られた熱硬化性エポキシ樹脂系粉体塗
料を補強鉄骨上に塗装し、次に粉体の融点以上の温度で
ゲル含量が10〜80重量%になるように焼付けた後、
軽量気泡コンクリート成分中に入れ、オートクレーブ養
生を行った成形物からなる軽量気泡コンクリートであ
る。In the lightweight cellular concrete according to claim 1 of the present invention, the thermosetting epoxy resin-based powder coating material obtained as described above is coated on the reinforcing steel frame, and then the gel content at the temperature above the melting point of the powder is obtained. After baking to 10 to 80% by weight,
It is a lightweight cellular concrete composed of a molded product that is put into a lightweight cellular concrete component and subjected to autoclave curing.
【0031】本発明の請求項2の軽量気泡コンクリート
の製造方法では、補強鉄骨を軽量気泡コンクリート成分
中に入れ、高温、高圧、強アルカリ性条件下のオートク
レーブ養生によって成形する際、強アルカリ性による補
強鉄骨の腐食や塗膜の分解を生じない前記熱硬化性エポ
キシ樹脂系粉体塗料を、補強鉄骨に粉静電塗装法、流動
浸漬法などにより均一に塗装し、融点以上の温度で焼付
けて、ゲル含量が10〜80重量%の均一な膜を形成さ
せた後、軽量気泡コンクリート成分中に入れオートクレ
ーブ養生を行うことにより、高温高圧下で塗膜中に軽量
気泡コンクリート成分を食い込ませる、これにより補強
鉄骨上の塗膜と軽量気泡コンクリートの付着性を良好に
し、同時に塗膜を架橋させて3次元網目構造を持たせ、
塗膜を強固にするとともに、補強鉄骨との付着性をも良
好にする。In the method for producing a lightweight cellular concrete according to claim 2 of the present invention, when the reinforcing steel frame is put into the lightweight cellular concrete component and is molded by autoclave curing under high temperature, high pressure and strong alkaline conditions, the reinforcing steel frame is strongly alkaline. The thermosetting epoxy resin-based powder coating that does not cause corrosion of the coating or decomposition of the coating film is uniformly applied to the reinforcing steel frame by powder electrostatic coating method, fluidized dipping method, etc., and baked at a temperature above the melting point to form a gel. After forming a uniform film with a content of 10 to 80% by weight, put it in the lightweight cellular concrete component and carry out autoclave curing to cause the lightweight cellular concrete component to bite into the coating under high temperature and high pressure. Improves the adhesion between the steel coating and lightweight cellular concrete, and at the same time crosslinks the coating to give it a three-dimensional network structure.
It strengthens the coating film and also improves the adhesion to the reinforcing steel frame.
【0032】上記補強鉄骨に塗付した粉体塗料の焼付条
件は、一般的には120〜200℃、好ましくは130
〜180℃で2〜30分間、好ましくは3〜20分間で
あって、ゲル含量が10〜80重量%、好ましくは20
〜70重量%となるようにする。The baking condition of the powder coating applied to the reinforcing steel frame is generally 120 to 200 ° C., preferably 130.
˜180 ° C. for 2 to 30 minutes, preferably 3 to 20 minutes and a gel content of 10 to 80% by weight, preferably 20.
˜70% by weight.
【0033】本発明においてゲル含量とは、塗膜中の硬
化成分としての有機溶媒(例えばテトラヒドロフラン)
不溶分の含量であり、未硬化の場合は0重量%、完全硬
化の場合は100重量%で示される。In the present invention, the gel content means an organic solvent (eg, tetrahydrofuran) as a curing component in the coating film.
It is the content of insoluble matter, and is shown as 0% by weight for uncured and 100% by weight for fully cured.
【0034】本発明において、塗膜のゲル含量が10重
量%未満の場合には、オートクレーブ養生中に軽量気泡
コンクリート成分の塗膜中への食い込みが大きすぎ補強
鉄骨にまで達する部分が発生し、補強鉄骨に錆が発生す
る。また、ゲル含量が80重量%を超える場合には、オ
ートクレーブ養生中の軽量気泡コンクリート成分の塗膜
への食い込みが小さすぎて塗膜と軽量気泡コンクリート
成分の付着性が低下する。In the present invention, when the gel content of the coating film is less than 10% by weight, during the autoclave curing, the amount of the light-weight cellular concrete component is too large to bite into the coating film, and some parts reach the reinforcing steel frame. Rust occurs on the reinforcing steel frame. On the other hand, when the gel content exceeds 80% by weight, the lightweight cellular concrete component is too little bited into the coating film during autoclave curing, and the adhesion between the coating film and the lightweight cellular concrete component decreases.
【0035】本発明において、軽量気泡コンクリート成
分としては従来より使用されているものが使用でき、例
えばセメント40〜60重量部、ケイ砂40〜60重量
部、発泡剤0.1〜3.0重量部が一般的であるが、他
の骨材等を添加することもできる。軽量コンクリート成
分に加える水の量も従来と同様でよい。In the present invention, as the lightweight cellular concrete component, those conventionally used can be used, for example, cement 40 to 60 parts by weight, silica sand 40 to 60 parts by weight, foaming agent 0.1 to 3.0 parts by weight. The part is generally used, but other aggregates or the like may be added. The amount of water added to the lightweight concrete component may be the same as conventional.
【0036】軽量気泡コンクリートのオートクレーブ養
生条件も従来と同様でよく、例えば150〜220℃、
好ましくは160〜200℃、5〜15気圧、好ましく
は8〜12気圧で、5〜20時間、好ましくは8〜12
時間養生を行う。The autoclave curing conditions for the lightweight cellular concrete may be the same as those in the conventional one, for example, 150 to 220 ° C.
It is preferably 160 to 200 ° C., 5 to 15 atm, preferably 8 to 12 atm for 5 to 20 hours, preferably 8 to 12
Time cure.
【0037】[0037]
【実施例】次に本発明の実施例および比較例をあげてさ
らに詳細に説明するが、本発明の技術的範囲はこれらの
実施例のみに制限されるものでない。なお、実施例およ
び比較例における各成分の配合部数は重量部を示す。EXAMPLES Next, the present invention will be described in more detail with reference to Examples and Comparative Examples, but the technical scope of the present invention is not limited to these Examples. In addition, the compounding part number of each component in an Example and a comparative example shows a weight part.
【0038】実施例1〜9、比較例1〜5 表1〜表3に示した実施例1〜9、比較例1〜5の組成
物全成分を、ドライブレンダー(三井化工機株式会社
製、商品名ヘンシェルミキサー)により約1分間均一に
混合し、次に80〜100℃の温度条件で押出混練機
(ブス社製、商品名ブスコニーダー PR−46)を使
用し溶融混練した。次に15℃に冷却後ハンマー式衝撃
粉砕機で微粉砕したのち、150メッシュの金網でろ過
し、それぞれの粉体塗料を得た。Examples 1 to 9 and Comparative Examples 1 to 5 All components of the compositions of Examples 1 to 9 and Comparative Examples 1 to 5 shown in Tables 1 to 3 were made into a dry blender (manufactured by Mitsui Kakoki Co., Ltd., The mixture was uniformly mixed for about 1 minute by a Henschel mixer (trade name), and then melt-kneaded under a temperature condition of 80 to 100 ° C. by using an extrusion kneader (trade name: Busconieder PR-46, manufactured by Bus Co.). Next, the mixture was cooled to 15 ° C., finely pulverized with a hammer-type impact pulverizer, and then filtered through a 150-mesh wire net to obtain each powder coating material.
【0039】得られた粉体塗料を補強鉄骨(0.37m
m×50mm×100mm)に静電塗装を行い、それぞ
れを表4に示した溶融加熱条件で焼付を行い、塗膜厚5
0μmの連続膜を表面に有する補強鉄骨を得た。それぞ
れの連続膜のゲル含量を表4に示す。The powder coating thus obtained was reinforced with a steel frame (0.37 m
m × 50 mm × 100 mm) by electrostatic coating and baking under the melting and heating conditions shown in Table 4 to obtain a coating film thickness of 5
A reinforced steel frame having a continuous film of 0 μm on its surface was obtained. The gel content of each continuous film is shown in Table 4.
【0040】得られた補強鉄骨のそれぞれ10個を軽量
気泡コンクリート成型用型枠に固定し、セメント50
部、ケイ砂50部、水50部、アルミニウムペースト
0.3部(商品名SAP−720N 昭和アルミニウム
株式会社製)を混合し型枠に流し込む。30分間放置し
てから型枠を外した後、オートクレーブに入れて180
℃、10気圧で8時間反応させることにより熱硬化性エ
ポキシ樹脂系粉体塗膜で塗装された補強鉄骨で補強され
た軽量気泡コンクリートを得た。得られた軽量気泡コン
クリートの性能試験結果を表5に示す。Ten pieces of each of the obtained reinforcing steel frames were fixed to a lightweight cellular concrete molding form, and cement 50 was added.
Part, 50 parts of silica sand, 50 parts of water, and 0.3 parts of aluminum paste (trade name SAP-720N Showa Aluminum Co., Ltd.) are mixed and poured into a mold. Let stand for 30 minutes, remove the formwork and put in an autoclave for 180 minutes.
By reacting at 8 ° C. and 10 atm for 8 hours, a lightweight cellular concrete reinforced with a reinforcing steel frame coated with a thermosetting epoxy resin-based powder coating film was obtained. Table 5 shows the performance test results of the obtained lightweight cellular concrete.
【0041】比較例6〜7 実施例1で使用した粉体塗料を使用し、それぞれを表4
に示した溶融加熱条件で焼付を行い、塗膜厚50μmの
連続膜を表面に有する補強鉄骨を得た。それぞれのゲル
含量を表4に示す。得られた補強鉄骨のそれぞれ10個
を実施例1と同様にして補強鉄骨で補強された軽量気泡
コンクリートを得た。得られた軽量気泡コンクリートの
性能試験結果を表5に示す。Comparative Examples 6 to 7 The powder coating materials used in Example 1 were used, and each is shown in Table 4.
Baking was performed under the melting and heating conditions shown in (1) to obtain a reinforcing steel frame having a continuous film with a coating film thickness of 50 μm on the surface. The respective gel contents are shown in Table 4. Ten lightweight reinforcing steel frames were obtained in the same manner as in Example 1 to obtain lightweight cellular concrete reinforced with the reinforcing steel frames. Table 5 shows the performance test results of the obtained lightweight cellular concrete.
【0042】比較例8 補強鉄骨を100℃に予備加熱し、実施例1で使用した
粉体塗料を用いて静電塗装を行い、粉体を溶融させない
で付着させただけの補強鉄骨を得た。この付着させた塗
料のゲル含量は0%であった。得られた補強鉄骨10個
を実施例1と同様にして補強鉄骨で補強された軽量気泡
コンクリートを得た。得られた軽量気泡コンクリートの
性能試験結果を表6に示す。Comparative Example 8 A reinforcing steel frame was preheated to 100 ° C. and electrostatically coated with the powder coating used in Example 1 to obtain a reinforcing steel frame in which powder was simply adhered without being melted. . The gel content of the applied paint was 0%. In the same manner as in Example 1, ten obtained reinforcing steel frames were obtained to obtain lightweight cellular concrete reinforced with the reinforcing steel frames. Table 6 shows the performance test results of the obtained lightweight cellular concrete.
【0043】[0043]
【表1】 [Table 1]
【0044】[0044]
【表2】 [Table 2]
【0045】[0045]
【表3】 [Table 3]
【0046】表1〜表3の注 1)商品名 油化シェルエポキシ株式会社製 ビスフェ
ノールA型エポキシ樹脂 エポキシ当量600〜700
g/eq 数平均分子量1060 軟化点78℃ 2)商品名 油化シェルエポキシ株式会社製 ビスフェ
ノールA型エポキシ樹脂 エポキシ当量950〜105
0g/eq 数平均分子量1900 軟化点109℃ 3)商品名 日本チバガイギー株式会社製 ビスフェノ
ールA型エポキシ樹脂エポキシ当量900〜1000g
/eq 数平均分子量875〜975 軟化点100℃ 4)商品名 ダウケミカル日本株式会社製 ビスフェノ
ールA型エポキシ樹脂エポキシ当量1600〜2000
g/eq 数平均分子量3600 軟化点123℃ 5)商品名 油化シェルエポキシ株式会社製 フェノー
ルノボラック型エポキシ樹脂 エポキシ当量176〜1
80g/eq 半固型(常温) 6)商品名 東都化成株式会社製 フェノールノボラッ
ク型エポキシ樹脂 エポキシ当量180〜220g/e
q 軟化点60℃ 7)商品名 油化シェルエポキシ株式会社製 フェノー
ル樹脂 フェノール性ヒドロキシル基3.5〜5.0m
eq/g 軟化点80℃ 8)商品名 油化シェルエポキシ株式会社製 フェノー
ル樹脂 フェノール性ヒドロキシル基2.5〜3.5m
eq/g 軟化点90℃ 9)触媒として添加した。 10)商品名 味の素株式会社製 1,3−ビス(ヒドラ
ジノカルボエチル)−5−イソプロピルヒダントイン
活性水素当量78.5g/eq 融点122℃ 11)商品名 テイカ株式会社製 防錆顔料 トリポリリ
ン酸アルミニウム 12)商品名 モンサント社製Note 1 in Tables 1 to 3) Trade name: Yuka Shell Epoxy Co., Ltd. Bisphenol A type epoxy resin Epoxy equivalent 600-700
g / eq number average molecular weight 1060, softening point 78 ° C. 2) Trade name Yuka Shell Epoxy Co., Ltd., bisphenol A type epoxy resin, epoxy equivalent 950 to 105
0 g / eq number average molecular weight 1900, softening point 109 ° C. 3) Trade name, manufactured by Nippon Ciba Geigy Co., Ltd. Bisphenol A type epoxy resin Epoxy equivalent 900-1000 g
/ Eq number average molecular weight 875-975 softening point 100 ° C 4) Trade name Dow Chemical Japan Co., Ltd. bisphenol A type epoxy resin epoxy equivalent 1600-2000
g / eq number average molecular weight 3600, softening point 123 ° C. 5) Trade name Yuka Shell Epoxy Co., Ltd. Phenol novolac type epoxy resin Epoxy equivalent 176-1
80 g / eq semi-solid type (normal temperature) 6) Trade name Toto Kasei Co., Ltd. Phenol novolac type epoxy resin Epoxy equivalent 180-220 g / e
q Softening point 60 ° C. 7) Trade name Yuka Shell Epoxy Co., Ltd. Phenolic resin Phenolic hydroxyl group 3.5 to 5.0 m
eq / g Softening point 80 ° C 8) Brand name Yuka Shell Epoxy Co., Ltd. Phenolic resin Phenolic hydroxyl group 2.5 to 3.5 m
eq / g Softening point 90 ° C. 9) Added as catalyst. 10) Product name Ajinomoto Co., Inc. 1,3-bis (hydrazinocarboethyl) -5-isopropylhydantoin
Active hydrogen equivalent 78.5 g / eq, melting point 122 ° C. 11) Trade name, manufactured by Teika Co., Ltd. Anticorrosion pigment, aluminum tripolyphosphate 12) Trade name, manufactured by Monsanto
【0047】[0047]
【表4】 [Table 4]
【0048】[0048]
【表5】 [Table 5]
【0049】表5の注 1)破壊性:得られた軽量気泡コンクリートに「割れ」
があるかどうかを目視により判定する。 2)付着性:軽量コンクリートをハンマーで1回たたき
破壊する。鉄骨への軽量気泡コンクリート成分の付着状
態を次の基準で目視判定する。 良好;鉄骨からの塗膜のハガレがなく、かつ軽量気泡コ
ンクリート成分が隙間なく鉄骨に付着している場合。 不良;鉄骨からの塗膜のハガレが発生するかまたは軽量
気泡コンクリート成分がほとんど鉄骨に付着していない
場合。 3)耐熱冷サイクル試験性:得られた軽量気泡コンクリ
ートを湿度98%以上で50℃の温度で24時間、−1
0℃で24時間放置することを1サイクルとして100
サイクル実施後のコンクリートの「割れ」、「ハガレ」
があるかどうかを目視により判定する。 4)耐錆性:鉄骨に厚さ3mmの軽量気泡コンクリート
を残した試験片を塩水噴霧試験装置「JISK5400
−9.1(1990)」に入れ4000時間放置後、軽
骨コンクリート成分を除去し、錆の有無を調べる。 良好:錆がない、不良:錆が有る。Note 1 in Table 5) Destructiveness: “Cracks” in the obtained lightweight cellular concrete
Visually determine if there is. 2) Adhesion: Lightweight concrete is hit with a hammer once to break. The state of adhesion of the lightweight cellular concrete component to the steel frame is visually judged according to the following criteria. Good; when there is no peeling of the coating film from the steel frame and the lightweight cellular concrete component adheres to the steel frame without any gaps. Poor: When the coating film peels from the steel frame or the lightweight cellular concrete component is hardly attached to the steel frame. 3) Heat-resistant cold cycle testability: The obtained lightweight cellular concrete is dried at a humidity of 98% or more at a temperature of 50 ° C. for 24 hours, and −1.
One cycle of standing at 0 ° C for 24 hours is 100
Concrete “cracking” and “peeling” after the cycle
Visually determine if there is. 4) Rust resistance: A test piece in which lightweight cellular concrete with a thickness of 3 mm was left on the steel frame was used as a salt spray test device “JISK5400”.
-9.1 (1990) "and left for 4000 hours, then the light bone concrete component is removed and examined for rust. Good: No rust, Poor: There is rust.
【0050】以上の結果から明らかなように、実施例1
〜9に示された性能は何れの場合にも軽量コンクリート
が破壊されることがなく、鉄骨上の塗膜とコンクリート
成分が良く付着しており、厳しい温度変化に対しても割
れや剥離などが発生せず、しかも防錆性に非常に優れて
いることを示している。As is clear from the above results, Example 1
In any of the performances shown in ~ 9, the lightweight concrete is not destroyed in any case, the coating film on the steel frame and the concrete component adhere well, and cracks and peeling do not occur even under severe temperature changes. It shows that it does not occur, and that it is very excellent in rust prevention.
【0051】これに対してフェノール樹脂が35重量部
を超える比較例1、顔料分が120重量部を超え、かつ
フェノール樹脂が15重量部未満の比較例2、顔料分が
40重量部未満の比較例3、アミノ化合物が2重量部未
満の比較例4、アミノ化合物が20重量部を超える比較
例5、塗膜のゲル含量が80重量%を超える比較例7は
いづれも付着性、耐熱冷サイクル試験性に劣り、塗膜の
ゲル含量が10重量%未満の比較例6、特開平3−96
555号公報の発明による比較例8は耐錆性に劣ること
を示している。On the other hand, Comparative Example 1 in which the phenol resin exceeds 35 parts by weight, Comparative Example 2 in which the pigment content exceeds 120 parts by weight and the phenol resin is less than 15 parts by weight, and Comparison in which the pigment content is less than 40 parts by weight Example 3, Comparative Example 4 in which the amino compound is less than 2 parts by weight, Comparative Example 5 in which the amino compound exceeds 20 parts by weight, and Comparative Example 7 in which the gel content of the coating film exceeds 80% by weight are all adhesive, heat-resistant cold cycle. Comparative example 6 in which the testability is poor and the gel content of the coating film is less than 10% by weight, JP-A-3-96.
Comparative Example 8 according to the invention of Japanese Patent No. 555 shows that the rust resistance is inferior.
【0052】[0052]
【発明の効果】本発明によれば、塗膜層と補強鉄骨およ
びコンクリート層との両方に強固な付着性が得られ、し
かも粉体塗膜自体も硬化することにより、機械的強度、
耐食性に優れたものになり、軽量気泡コンクリート材の
ひずみ等による塗膜の割れや剥離、塗膜と軽量コンクリ
ートとの間の剥離が少ない軽量気泡コンクリートを得る
ことができる。EFFECTS OF THE INVENTION According to the present invention, strong adhesion can be obtained in both the coating layer and the reinforcing steel frame and the concrete layer, and the powder coating layer itself is cured to obtain mechanical strength,
It becomes excellent in corrosion resistance, and it is possible to obtain a lightweight cellular concrete with little cracking or peeling of the coating film due to strain of the lightweight cellular concrete material, and less peeling between the coating film and the lightweight concrete.
Claims (4)
し、融点以上の温度でゲル含量10〜80重量%になる
ように焼付けた補強鉄骨が、軽量気泡コンクリート成分
中に入れられた状態でオートクレーブ養生された成形物
からなることを特徴とする軽量気泡コンクリート。1. A state in which a reinforcing steel frame coated with a thermosetting epoxy resin-based powder coating material and baked to a gel content of 10 to 80% by weight at a temperature equal to or higher than a melting point is put in a lightweight cellular concrete component. Light-weight cellular concrete, which is composed of a molded product that has been autoclaved in.
塗料を塗装し、融点以上の温度でゲル含量10〜80重
量%になるように焼付後、軽量気泡コンクリート成分中
に入れ、オートクレーブ養生することを特徴とする軽量
気泡コンクリートの製造方法。2. A reinforcing steel frame is coated with a thermosetting epoxy resin-based powder coating material, baked at a temperature above the melting point so that the gel content is 10 to 80% by weight, and then placed in a lightweight cellular concrete component, and then autoclaved for curing. A method for producing lightweight cellular concrete, comprising:
のビスフェノールA型エポキシ樹脂60〜80重量部、
エポキシ当量150〜800g/eqのフェノールノボ
ラック型エポキシ樹脂5〜15重量部、フェノール性ヒ
ドロキシル基2〜6meq/g、かつ軟化点70〜12
0℃のフェノール樹脂15〜35重量部からなる樹脂成
分100重量部に対して、顔料分を40〜120重量部
含有する熱硬化性エポキシ樹脂系粉体塗料からなること
を特徴とする請求項1記載の軽量気泡コンクリートの補
強鉄骨用粉体塗料。3. Epoxy equivalent of 450 to 3300 g / eq
60 to 80 parts by weight of bisphenol A type epoxy resin,
Epoxy equivalent: 150 to 800 g / eq, phenolic novolac type epoxy resin: 5 to 15 parts by weight, phenolic hydroxyl group: 2 to 6 meq / g, and softening point: 70 to 12
A thermosetting epoxy resin-based powder coating material containing 40 to 120 parts by weight of a pigment component with respect to 100 parts by weight of a resin component consisting of 15 to 35 parts by weight of a 0 ° C. phenol resin. Powder paint for reinforcing steel frame of the light-weight cellular concrete described.
のビスフェノールA型エポキシ樹脂80〜98重量部、
活性水素当量20〜300g/eqのアミノ化合物2〜
20重量部からなる樹脂成分100重量部に対して、顔
料分を40〜120重量部含有する熱硬化性エポキシ樹
脂系粉体塗料からなることを特徴とする請求項1記載の
軽量気泡コンクリートの補強鉄骨用粉体塗料。4. Epoxy equivalent of 450 to 3300 g / eq
80 to 98 parts by weight of bisphenol A type epoxy resin,
Amino compound 2 with active hydrogen equivalent of 20 to 300 g / eq
Reinforcement of lightweight cellular concrete according to claim 1, characterized by comprising a thermosetting epoxy resin-based powder coating material containing 40 to 120 parts by weight of a pigment component with respect to 100 parts by weight of a resin component consisting of 20 parts by weight. Powder coating for steel frames.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP04347131A JP3123272B2 (en) | 1992-12-25 | 1992-12-25 | Lightweight cellular concrete, method for producing the same, and powder coating for reinforcing steel frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP04347131A JP3123272B2 (en) | 1992-12-25 | 1992-12-25 | Lightweight cellular concrete, method for producing the same, and powder coating for reinforcing steel frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06190822A true JPH06190822A (en) | 1994-07-12 |
| JP3123272B2 JP3123272B2 (en) | 2001-01-09 |
Family
ID=18388121
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP04347131A Expired - Fee Related JP3123272B2 (en) | 1992-12-25 | 1992-12-25 | Lightweight cellular concrete, method for producing the same, and powder coating for reinforcing steel frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3123272B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100554352B1 (en) * | 1998-12-31 | 2006-12-19 | 주식회사 케이씨씨 | Method for producing a noblock modified epoxy resin and powder coating composition using the same |
| JP2018020553A (en) * | 2016-06-23 | 2018-02-08 | エボニック デグサ ゲーエムベーハーEvonik Degussa GmbH | Reinforced building block made from autoclave cure aerated concrete (aac) |
| WO2024216429A1 (en) * | 2023-04-17 | 2024-10-24 | 中科润资(重庆)气凝胶技术研究院有限公司 | Preparation method for aerogel-modified concrete |
| WO2024216428A1 (en) * | 2023-04-17 | 2024-10-24 | 中科润资(重庆)气凝胶技术研究院有限公司 | Thermal insulation concrete and preparation method therefor and use thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0396555A (en) * | 1989-09-08 | 1991-04-22 | Misawa Homes Co Ltd | Rust-proof coating method for reinforcement |
| JPH04161466A (en) * | 1990-10-26 | 1992-06-04 | Furukawa Electric Co Ltd:The | Production of epoxy resin-based powder coating |
| JPH04248876A (en) * | 1991-01-25 | 1992-09-04 | Somar Corp | Epoxy resin composition for powdery coating |
-
1992
- 1992-12-25 JP JP04347131A patent/JP3123272B2/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0396555A (en) * | 1989-09-08 | 1991-04-22 | Misawa Homes Co Ltd | Rust-proof coating method for reinforcement |
| JPH04161466A (en) * | 1990-10-26 | 1992-06-04 | Furukawa Electric Co Ltd:The | Production of epoxy resin-based powder coating |
| JPH04248876A (en) * | 1991-01-25 | 1992-09-04 | Somar Corp | Epoxy resin composition for powdery coating |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100554352B1 (en) * | 1998-12-31 | 2006-12-19 | 주식회사 케이씨씨 | Method for producing a noblock modified epoxy resin and powder coating composition using the same |
| JP2018020553A (en) * | 2016-06-23 | 2018-02-08 | エボニック デグサ ゲーエムベーハーEvonik Degussa GmbH | Reinforced building block made from autoclave cure aerated concrete (aac) |
| WO2024216429A1 (en) * | 2023-04-17 | 2024-10-24 | 中科润资(重庆)气凝胶技术研究院有限公司 | Preparation method for aerogel-modified concrete |
| WO2024216428A1 (en) * | 2023-04-17 | 2024-10-24 | 中科润资(重庆)气凝胶技术研究院有限公司 | Thermal insulation concrete and preparation method therefor and use thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3123272B2 (en) | 2001-01-09 |
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