JP2011058185A - Corrosion preventive steel structure and corrosion preventive method for steel structure - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a corrosion preventive method for a steel structure which prevents the intrusion of sea water through a small gap developed over time between concrete and a steel material caused by steel projections or the like embedded partially in a concrete wave-breaking plate to which electrolytic protection is not applied, thereby eliminating corrosion at the ground-buried position. <P>SOLUTION: In the corrosion preventive steel structure partially embedded in concrete, a zinc rich coating film layer is formed around the outer circumference of the steel structure, en epoxy resin covering layer is formed on the zinc rich coating film layer, and furthermore, a water swelling rubber layer is formed in a head-band state on the epoxy resin covering layer below the concrete-buried position. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

  The present invention relates to a method for preventing corrosion of steel structures that are partially embedded in concrete outdoors such as guard rails, streetlights, curved mirrors, and the like, and steel protrusions such as jetty and wave-dissipating structures.

  Steel posts are usually used for guard rails, street lamps, curved mirrors, etc., and are installed outdoors, so they are galvanized and anticorrosive. These are buried directly in the soil, or buried in concrete, but there is a problem that the underground portion of the column is corroded when rainwater or seawater enters the interface between the concrete and steel and repeats drying and wetting.

  As a countermeasure against this, Patent Document 1 proposes a method in which concrete is placed after an FRP cylindrical piece is attached to the outer peripheral surface of the base of the support through an adhesive. Methods have been proposed in which a coating layer made of a corrosion-resistant metal material is provided on the outer peripheral surface of the peripheral portion via an adhesive layer, or an epoxy resin paint blended with a rust preventive pigment is applied. Moreover, in patent document 3, after giving a heat-shrinkable tube to the ground part of a support | pillar, this is heat-shrinked and the upper end part is exposed higher than the said concrete surface, and the method of preventing invasion of rainwater or seawater Has been proposed.

Japanese Patent Laid-Open No. 62-25623 JP 2006-132128 A JP 2007-321381 A

  However, even with these methods, in harbor structures that require long-term durability such as piers and breakwaters, the steel protrusions that are partially embedded in the concrete wave-dissipating plates that do not have electrical protection cannot be used for There was a problem that rainwater and seawater invaded through a slight gap in the steel material, causing corrosion at the buried part of the land.

  The purpose of the present invention is to be used by being partially embedded in concrete outdoors such as guard rails, street lamps, curved mirrors and other pillars, and steel protrusions such as piers and wave-dissipating structures without causing the above problems. An object of the present invention is to provide a method for preventing corrosion of a steel structure.

(1) A corrosion-resistant steel structure partially embedded in concrete, wherein a zinc rich coating layer is provided on the outer periphery of the steel structure, and an epoxy resin coating layer is provided on the zinc rich coating layer Further, a water-swellable rubber layer is provided in a headband shape below a concrete ground portion on the epoxy resin coating layer, and is a corrosion-resistant steel structure.
(2) The corrosion-resistant steel structure according to the above (1), wherein the zinc rich coating film layer is composed of a zinc rich paint mainly composed of an epoxy resin and zinc powder.
(3) The corrosion-resistant steel structure according to (1) or (2), wherein the epoxy resin coating layer is composed of an epoxy resin paint mainly composed of an epoxy resin and an amine curing agent.
(4) The water-swellable rubber layer is composed of a water-swellable rubber composition containing a water-swellable polyurethane and a rubber component as main components, according to any one of the above (1) to (3). Corrosion-proof steel structure.
(5) The corrosion-resistant steel structure according to any one of (1) to (4), wherein the steel structure is a steel protrusion partially embedded in a concrete wave-dissipating plate.
(6) A method for preventing corrosion of a steel structure partially embedded in concrete, wherein a zinc rich coating layer is provided on the outer periphery of the steel structure, and then an epoxy resin coating layer is provided on the zinc rich coating layer. A method for preventing corrosion of a steel structure, comprising: providing a water-swellable rubber layer in a headband shape below a concrete ground portion on the epoxy resin coating layer, and then placing concrete.
(7) The anticorrosion method according to the above (6), wherein the zinc rich coating film layer is composed of a zinc rich paint mainly composed of an epoxy resin and zinc powder.
(8) The anticorrosion method according to (6) or (7), wherein the epoxy resin coating layer is composed of an epoxy resin paint mainly composed of an epoxy resin and an amine curing agent.
(9) The water-swellable rubber layer is composed of a water-swellable rubber composition mainly composed of a water-swellable polyurethane and a rubber component, according to any one of the above (6) to (8). Anticorrosion method.
(10) The anticorrosion method according to any one of (6) to (9), wherein the steel structure is a steel protrusion partially embedded in a concrete wave-dissipating plate.

  According to the present invention, high corrosion resistance can be maintained over a long period of time even in a severe corrosive environment such as a steel protrusion partially embedded in a concrete wave-dissipating plate.

The Example of the corrosion-proof steel structure of this invention is shown. The other Example of the corrosion-proof steel structure of this invention is shown. The corrosion-proof steel structure of Comparative Example 2 is shown.

  Hereinafter, the present invention will be described in detail. Drawing 1 is an explanatory view of the steel material embedding ground part which shows one embodiment of anticorrosion coating by the method of the present invention.

  As shown in FIG. 1, when a steel structure is partially embedded in concrete, a zinc rich coating layer is provided on the outer periphery of the steel structure, an epoxy resin coating layer is provided thereon, and A water-swellable rubber layer is provided in a headband shape below the concrete ground portion on the epoxy resin coating layer.

  Examples of the steel structure partially embedded in the concrete include steel pipe columns that serve as columns for guardrails, street lamps, curve mirrors, and the like, and steel protrusions provided on wave-dissipating structures.

  The zinc rich coating layer is provided on the outer peripheral surface from the concrete ground part to the buried part of the steel structure, and the buried part is at least 70 mm or more, preferably 100 mm or more below the concrete ground surface. It is desirable from the viewpoint of preventing cracks in concrete and preventing intrusion of rainwater and seawater. The zinc rich coating layer can be formed by coating the zinc rich paint so that the dry film thickness is usually 20 μm or more, preferably 20 to 75 μm. The zinc rich paint can be applied by means known per se, such as air spray, airless spray, brush coating, and the like. As the zinc rich paint, in particular, an organic zinc rich paint containing an epoxy resin binder and zinc powder and an inorganic zinc rich paint containing an inorganic binder and zinc powder are preferably used.

  The epoxy resin binder includes an epoxy resin having two or more, preferably 2 to 5, epoxy groups in one molecule and a curing agent thereof. Examples of the epoxy resin include bisphenol. Glycidyl ether type epoxy resin obtained by reaction of polyphenol compounds such as A and bisphenol F with epihalohydrin, hydrogenated bisphenol A type epoxy resin, glycidyl ester type epoxy resin, other glycidyl ether type epoxy resins, alicyclic epoxy resins, Modified epoxy resins obtained by modifying these epoxy resins with alkylphenols and / or fatty acids, alkyldiphenols or alkylphenol novolak resins and epoxy group-introduced alkylphenols or alkyls obtained by reacting epichlorohydrin. Phenol novolac resins. Further, as the curing agent for the epoxy resin, amine-based curing agents such as known polyamines and modified products thereof can be used. Examples of the amine-based curing agents include aliphatic polyamines and alicyclic rings. Polyamines, aromatic polyamines, Michael adducts of these polyamines, epoxy resin adducts, Mannich adducts, etc., as well as ketimines, polyamides, polyamidoamines, reactants of fatty acids and polyamines, dimer acids and polyamines And the like. These can be used alone or in combination of two or more. The mixing ratio of the amine-based curing agent is such that the active hydrogen of the amine-based curing agent is usually 0.5 to 5 equivalents, particularly 0.6 to 3 equivalents with respect to 1 equivalent of the epoxy group in the epoxy resin. It is desirable to use it.

  In order to improve the adhesion between the steel material and the coating film, the epoxy resin-based binder can be blended with a silane coupling agent. Examples of the silane coupling agent include γ- (2-amino Ethyl) aminopropyltrimethoxysilane, γ-aminopropyltriethoxysilane, N- (β-aminoethyl) -γ-aminopropyltrimethoxysilane, N- (β-aminoethyl) -γ-aminopropylmethyldimethoxysilane, etc. Amino group-containing silane coupling agents; glycidyl group-containing silane coupling agents such as γ-glycidoxypropyltrimethoxysilane and γ-glycidoxypropylmethyldimethoxysilane; mercapto groups such as γ-mercaptopropyltrimethoxysilane Examples include silane coupling agents. The compounding amount of these silane coupling agents is usually 0.5 to 20 parts by weight, preferably 1 to 15 parts by weight with respect to 100 parts by weight of the resin solid content in the zinc rich paint.

  On the other hand, for inorganic binders, for example, tetraalkoxysilicates, alkyltrialkoxysilicates, dialkyldialkoxysilicates, partial condensates thereof and / or their condensation in the presence of water and an acid catalyst. Silicon-based inorganic binders such as reacted hydrolyzed initial condensates are included, and examples of the tetraalkoxy silicate include tetramethoxy silicate, tetraethoxy silicate, tetrapropoxy silicate. , Tetraisopropoxy silicate, tetrabutoxy silicate, tetraisobutoxy silicate, ethyl silicate 40 (manufactured by Nippon Colcoat Co., Ltd.), etc., and alkyl trialkoxy silicate For example, methyl trimethoxy silicate, methyl triethoxy silicate, methyl tripropoxy silicate, ethanol Rutrimethoxy silicate, ethyl triethoxy silicate, and the like. Examples of the dialkyl dialkoxy silicate include dimethyl dimethoxy silicate, dimethyl diethoxy silicate, diethyl dimethoxy silicate, Examples thereof include diethyldiethoxysilicate. These can be used alone or in combination of two or more. Further, colloidal silica such as water-dispersed colloidal silica or solvent-dispersed colloidal silica may be used in combination with the above silicates.

  Further, as a binder component, a metal alkoxide other than silicon, a metal colloid, a polyvinyl alcohol resin, or the like may be mixed with the silicon-based inorganic binder as necessary.

  As the zinc powder, those having an average particle diameter in the range of usually 5 to 60 μm, particularly 10 to 45 μm, can be suitably used from the viewpoints of corrosion resistance and frictional resistance at the time of coating the joint. Further, the shape may be any of spherical, rod-like, lump-like, and needle-like, but substantially spherical particles are preferred. The zinc powder is preferably contained in the range of usually 50 to 95% by weight, particularly 60 to 93% by weight, based on the obtained dry coating film, from the viewpoint of corrosion resistance and durability. . The zinc powder may be used in combination with other metal powders such as aluminum powder and copper powder.

  If necessary, the zinc-rich paint can be used in combination with ordinary extender pigments, rust preventive pigments and / or colored pigments as long as they do not impair the denseness of the coating film. Examples of extender pigments include silica powder, barium sulfate, calcium carbonate, talc, kaolin, clay, and silica balloon. Examples of rust preventive pigments and color pigments include titanium oxide, iron phosphide, MIO, and cyanamide. Lead, zinc chromate, zinc phosphate, calcium phosphate, barium metaborate, zinc molybdate, aluminum molybdate, bengara, cyanine color pigment, carbon black, rutile powder, zircon powder and the like.

  If necessary, the zinc-rich paint may be appropriately blended with usual paint additives such as organic solvents, anti-settling agents, sagging inhibitors, wetting agents, reaction accelerators and adhesion promoters. .

  The epoxy resin coating layer is provided on the zinc rich coating film layer, and is preferably provided so as to cover the end of the zinc rich coating film layer. The epoxy resin coating layer can be usually formed by coating an epoxy resin paint or coating material so that the dry film thickness is usually 60 to 5000 μm, preferably 120 to 5000 μm. In particular, when a thick film type epoxy resin coating layer is provided, it is preferable to apply the coating so that the dry film thickness is usually 1000 to 5000 μm, particularly 2000 to 5000 μm. The epoxy resin paint or coating material can be applied by means known per se such as air spray, airless spray, brush coating, roller coating and the like.

  As the epoxy resin-based paint or coating material, an organic solvent type or solventless type composition containing an epoxy resin and an amine curing agent can be used. As such an epoxy resin and an amine curing agent, for example, it can be appropriately selected from the examples of epoxy resins and amine curing agents listed in the description of the zinc rich paint.

  For the above epoxy resin paint or coating material, pigments, organic solvents, anti-settling agents, anti-sagging agents, antifoaming agents, wetting agents, reaction accelerators, adhesion-imparting agents, reactive dilutions, if necessary Ordinary paint additives such as an agent may be appropriately blended.

  In the case of providing a thick film type epoxy resin coating layer, it is preferable to use a solventless type epoxy resin coating material containing a liquid epoxy resin and an amine curing agent.

  The water-swellable rubber layer is provided in a headband shape below the concrete ground portion on the epoxy resin coating layer, and may be provided so as to cover the end of the epoxy resin coating layer. You may provide above an edge part of a coating layer. The width when the water-swellable rubber layer is provided in a headband shape is preferably 10 mm or more, and preferably 20 to 50 mm from the viewpoint of preventing intrusion of rainwater or seawater.

  As described above, the water-swellable rubber layer is provided in a headband shape below the ground part, so that when it touches water that has entered the gap between the epoxy resin coating layer and the concrete, it self-volume expands and fills the gap. Thus, it functions to prevent rainwater and seawater from entering a portion where the lower epoxy resin coating layer is not coated. Thereby, the corrosion of the buried portion of the corrosion-resistant steel structure of the present invention can be remarkably improved.

  The water-swellable rubber layer can be usually formed by vulcanizing a water-swellable rubber composition and separating it into a sheet shape, a substantially round bar shape or the like, and winding it around the epoxy resin coating layer. As the water-swellable rubber composition, conventionally known rubber compositions can be used without any particular limitation. For example, vinyl-based, acrylic single polymers or copolymers, polyurethane-based polymers, cellulose, starch or modified products thereof, cross-linking A kneaded product of a product and a rubber can be used. In particular, a polyether polyol, a polyisocyanate group-containing urethane prepolymer, and a crosslinking agent are kneaded with a rubber such as natural rubber, synthetic rubber, or recycled rubber. A water-swellable urethane composition obtained by curing is preferred.

  The polyether polyol is obtained by adding an alkylene oxide to a polyhydric alcohol so as to have a desired molecular weight, and the addition may be random or block. The ratio of oxyethylene groups is preferably 20% by weight or more from the viewpoint of water swellability. Any polyisocyanate group-containing urethane prepolymer may be used, and the cross-linking agent may be a polyol or polyamine having 2 to 6 active hydrogens per molecule and an average molecular weight of 30 to 15000 per active hydrogen. (Low molecular weight polyol, addition polymer of low molecular weight polyol and alkylene oxide, addition polymer of low molecular weight polyamine and alkylene oxide, etc.) or a mixture thereof can be used.

  The degree of swelling of the water-swellable rubber can be changed by adjusting the composition. If the degree of swelling is high, the water-stopping effect is also enhanced. However, if the degree of swelling is too high, there is a risk of cracking in the concrete. Therefore, the degree of swelling should be selected based on the frequency with which water or seawater is applied and the burial depth.

Hereinafter, the present invention will be described more specifically with reference to examples. “Parts” and “%” mean “parts by weight” and “% by weight”, respectively, unless otherwise specified.
Example 1
As shown in FIG. 1, after processing the surface of a steel pipe having a diameter of 100 mm and a length of 500 mm to ISO Sa2 1/2 and surface roughness Rz 60 μm with garnet blasting, to a position 145 mm below the concrete ground surface. “SD zinc 500” (manufactured by Kansai Paint Co., Ltd., epoxy resin zinc rich paint) was brush-coated to a dry film thickness of about 20 μm and dried at 20 ° C. for 24 hours to form a zinc rich paint film layer. Next, “Tect Barrier SP” (manufactured by Kansai Paint Co., Ltd., ultra-thick film type epoxy resin coating material) is applied to the zinc rich film layer so that the dry film thickness is about 2.3 mm to a position 150 mm below the concrete surface. And then dried at 20 ° C. for 1 week to form an epoxy resin coating layer.

  Next, water with a width of 20 mm using Adeka Ultra Seal P101 (Adeka Co., Ltd., water-swellable rubber composition) at a position 25 mm above the edge of the epoxy resin coating layer and at a position equivalent to 125 mm buried from the concrete surface. A swellable rubber layer was formed.

Next, concrete was poured so that the coated steel pipe was buried up to 150 mm above the end of the epoxy coating layer, and a concrete test body was made.
Example 2
As shown in FIG. 2, the construction was performed in the same manner as in Example 1 except that the water-swellable rubber layer was formed on the coating film end in Example 1.
Comparative Example 1
Construction was performed in the same manner as in Example 1 except that the water-swellable rubber layer was not formed in Example 1.
Comparative Example 2
As shown in FIG. 3, “SD Zinc 500” (manufactured by Kansai Paint Co., Ltd., epoxy resin zinc rich paint) is brush-coated to a position 5 mm above the ground level of the concrete so that the dry film thickness is about 20 μm. The zinc rich coating film layer was formed by drying at 24 ° C. for 24 hours. Next, spray “Tect Barrier SP” (manufactured by Kansai Paint Co., Ltd., ultra-thick film type epoxy resin coating material) onto the zinc rich coating layer so as to have a dry film thickness of about 2.3 mm to the position where the concrete surface becomes the ground surface. It was painted and dried at 20 ° C. for 1 week to form an epoxy resin coating layer.

  Next, concrete was poured so that the coated steel pipe was buried up to the end of the epoxy coating layer, and a concrete test specimen was prepared.

  In the environment where the concrete test specimens of Examples 1 and 2 and Comparative Examples 1 and 2 produced as described above are installed in a place located in the tidal zone of the beach, and the steel pipe buried surface is submerged at the time of seawater splash or high tide. An exposure test was conducted, and the anticorrosion property was evaluated by the presence or absence of rusting. The results are shown in Table 1.

  As shown in Table 1, in Examples 1 and 2 of the present invention, rust was not generated even after 6 months and 12 months after exposure, but Comparative Examples 1 and 2 having no water-swellable rubber were used. In the covered structure, rusting was confirmed from the ground part after 12 months and 6 months after exposure, respectively. From the above, it was possible to confirm the excellent anticorrosive effect of the anticorrosive steel structure of the present invention, particularly the water-swellable rubber.

DESCRIPTION OF SYMBOLS 11 Epoxy resin coating layer 13 Zinc rich coating layer 15 Water expansible rubber 17 Steel structure 19 Concrete 21 Epoxy resin coating layer 23 Zinc rich coating layer 25 Water expansible rubber 27 Steel structure 29 Concrete 31 Epoxy resin coating Layer 33 Zinc rich coating layer 37 Steel structure 39 Concrete

Claims (10)

  A corrosion-resistant steel structure partially embedded in concrete, wherein a zinc rich coating layer is provided on the outer periphery of the steel structure, an epoxy resin coating layer is provided on the zinc rich coating layer, and A corrosion-resistant steel structure characterized in that a water-swellable rubber layer is provided in a headband shape below a concrete ground portion on an epoxy resin coating layer.   The corrosion-resistant steel structure according to claim 1, wherein the zinc-rich coating layer is composed of a zinc-rich paint mainly composed of an epoxy resin and zinc powder.   The corrosion-resistant steel structure according to claim 1 or 2, wherein the epoxy resin coating layer is composed of an epoxy resin paint mainly composed of an epoxy resin and an amine curing agent.   The corrosion-resistant steel structure according to any one of claims 1 to 3, wherein the water-swellable rubber layer is composed of a water-swellable rubber composition mainly composed of a water-swellable polyurethane and a rubber component. object.   The corrosion-resistant steel structure according to any one of claims 1 to 4, wherein the steel structure is a steel protrusion partly embedded in a concrete wave-dissipating plate.   A method for preventing corrosion of a steel structure partially embedded in concrete, wherein a zinc rich coating layer is provided on the outer periphery of the steel structure, and then an epoxy resin coating layer is provided on the zinc rich coating layer. A method for preventing corrosion of a steel structure, comprising: placing a water-swellable rubber layer in a headband shape below a concrete ground portion on the epoxy resin coating layer, and then pouring the concrete.   The anticorrosion method according to claim 6, wherein the zinc rich coating film layer is composed of a zinc rich paint mainly composed of an epoxy resin and zinc powder.   The anticorrosion method according to claim 6 or 7, wherein the epoxy resin coating layer is composed of an epoxy resin paint mainly composed of an epoxy resin and an amine curing agent.   The anticorrosion method according to any one of claims 6 to 8, wherein the water-swellable rubber layer is composed of a water-swellable rubber composition mainly comprising a water-swellable polyurethane and a rubber component.   The anticorrosion method according to any one of claims 6 to 9, wherein the steel structure is a steel protrusion partially embedded in a concrete wave-dissipating plate.

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