EP3732030A1 - Faserverstärkte harzzusammensetzung und verfahren zur herstellung davon - Google Patents
Faserverstärkte harzzusammensetzung und verfahren zur herstellung davonInfo
- Publication number
- EP3732030A1 EP3732030A1 EP18825952.7A EP18825952A EP3732030A1 EP 3732030 A1 EP3732030 A1 EP 3732030A1 EP 18825952 A EP18825952 A EP 18825952A EP 3732030 A1 EP3732030 A1 EP 3732030A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- fiber
- reinforced composite
- cement
- fiber mat
- mat
- 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.)
- Withdrawn
Links
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C70/00—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
- B29C70/04—Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts comprising reinforcements only, e.g. self-reinforcing plastics
- B29C70/06—Fibrous reinforcements only
- B29C70/08—Fibrous reinforcements only comprising combinations of different forms of fibrous reinforcements incorporated in matrix material, forming one or more layers, and with or without non-reinforced layers
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Definitions
- the present invention relates to a fiber-reinforced composite, and a method of producing the same. More specifically, the invention relates to a fiber-reinforced composite including a fiber mat and a polyurethane foam layer having excellent lightweight properties and flexural strength, and a method of producing the same.
- cement-based inorganic material are fundamental structural materials in the field of building and civil engineering, and are relatively inexpensive and versatile materials.
- JP-50-6213 discloses that a raw material composition comprising 100 parts by weight of cement, 6 parts by weight of a polyisocyanate, 0.6 parts by weight of a polyol, 120 parts by weight of sand, 180 parts by weight of gravel, and 60 parts by weight of water was placed in a molding machine, concreted, demolded after 72 hours, and further matured for 28 days to obtain a composite concrete material having a compressive strength of from 160 to 300 kg/cm 2 (from 16 to 30 MPa).
- JP-2002-38619 discloses that a mixture of 250 parts by weight of portland cement, 290 parts by weight of water, and 100 parts by weight of urethane raw material composition (equimolar mixture of diphenylmethane diisocyanate and polypropylene glycol) was filled in a formwork, and then the mixture was matured and completely cured to obtain a cement-based polyurethane composite material having compressive strength of 10 kgf/cm 2 (1 MPa) or more (JP-2002-38619, Example 3).
- urethane raw material composition equimolar mixture of diphenylmethane diisocyanate and polypropylene glycol
- JP-H06-80483 and JP-H06-80966 disclose that a composition containing 300 g of urethane-based curing agent base (a polyisocyanate group-containing prepolymer), 15 g of urethane-based hardener aid (polyol and catalyst), 600 g of blast furnace cement B type (mixed cement obtained by adding portland cement and gypsum to from 30 to 60% of silica-based blast furnace slag and mixing and grinding), and from 240 to 360 g of water was mixed to form a slurry, and then, the slurry was cured to form a foamable solid.
- urethane-based curing agent base a polyisocyanate group-containing prepolymer
- 15 g of urethane-based hardener aid polyol and catalyst
- 600 g of blast furnace cement B type mixed cement obtained by adding portland cement and gypsum to from 30 to 60% of silica-based blast furnace slag and mixing and grinding
- the curing initiation time is from 1 to 3 minutes, the temperature reaches 76 to 78°C due to heat generation during curing, and the compressive strength of the foaming solid after maturing for one day achieves high strength of from 69.4 to 29.0 kgf/cm 2 (from 6.9 to 2.9 MPa) (Examples 1 and 11 to 13 of JP-H06-80483 and JP-H06-80966).
- JP-2016-56077 discloses that by selecting a specific polyether polyol, a cement polyurethane foamed composite having short time demoldability, low specific gravity, and high compression hardness in combination was obtained.
- the compressive strength of the cement-based polyurethane foamed composite after maturing for one week is from 1.2 to 1.7 MPa at a density of from 409 to 618 kg/m 3 .
- this Literature discloses a comparison of the compressive strength of a polymer cement ("HIRP-C”) obtained by stirring the composition for 40 seconds, filling the composition in a wood mold of 50 x 50 x 5 cm 3 , solidifying the composition at room temperature for 20 minutes, and hydrating the obtained molded article in water at 60°C for 72 hours with the compressive strength of a non-hydrated polymer cement ("P-C").
- HIRP-C polymer cement
- P-C non-hydrated polymer cement
- the structural particle board requires a flexural strength of 18 MPa or more (density of from 0.4 to 0.9 g/cm 3 )).
- a flexural strength of 18 MPa or more (density of from 0.4 to 0.9 g/cm 3 )).
- structural materials are also required to have low density (lightweight properties) in consideration of workability.
- the rapidity of material production it can be said that it is also necessary for the composite material to be obtained with a short demolding time.
- an object of the invention is to achieve both low density (lightweight properties) and high bending strength (hereinafter, also referred to as "bending strength") required in JIS A 5908:2015 in a composite material of a cement-based inorganic material and expandable polyurethane.
- Another object of the invention is to obtain such a composite material with a short de molding time.
- the invention encompasses the following:
- a fiber-reinforced composite comprising a fiber mat and a polyurethane foam layer
- the polyurethane foam layer is a foam of a mixture comprising a cement-based inorganic filler composed of any one of: cement; cement and sand; or cement, sand, and gravel, a polyisocyanate, a polyol, a foam stabilizer, a catalyst, and water,
- the fiber mat is arranged on at least one side area of the fiber-reinforced composite
- the fiber-reinforced composite has a density of 800 kg/m 3 or less and a bending strength measured according to JIS A 5908 of 18 MPa or more.
- the fiber mat is selected from at least one of a glass fiber mat, a carbon fiber mat, an aramid fiber mat, an unsaturated polyester fiber mat, a vinyl ester fiber mat, an epoxy fiber mat, an amide fiber mat, and a plant fiber mat
- (A) the cream time of the mixture at a liquid temperature of 25 °C is from 10 to 30 seconds;
- (C) the tack time of the mixture at a liquid temperature of 25 °C is from 70 to 110 seconds.
- a fiber-reinforced composite having low density (lightweight properties) and high flexural strength required according to JIS A 5908.
- such a fiber-reinforced composite can be produced with a remarkably short demolding time.
- Such a fiber-reinforced composite can be manufactured in a short time, has a reduced weight and improved strength, but can require a low proportion of an expensive material such as polyurethane to be used, and therefore, can be advantageously utilized as a basic structural material in the field of building and civil engineering.
- FIG. 1 is a schematic view showing one embodiment of a fiber-reinforced composite of the invention.
- the frame line indicates a fiber-reinforced composite, and the dotted line indicates a fiber mat.
- FIG. 2 is a schematic view showing another embodiment of the fiber-reinforced composite of the invention.
- FIG. 3 is a schematic view of a comparative example in which a fiber mat is arranged in the middle of a polyurethane foam layer.
- FIG. 4 is a cross-sectional photograph of one embodiment of the fiber-reinforced composite of the invention.
- a fiber-reinforced composite of the invention comprises a fiber mat and a polyurethane foam layer, and is characterized in that the polyurethane foam layer is a foam of a mixture comprising a cement-based inorganic filler composed of any one of: cement; cement and sand; or cement, sand, and gravel, a polyisocyanate, a polyol, a foam stabilizer, a catalyst, and water, that the fiber mat is arranged on at least one side area of the polyurethane foam layer, and that the fiber-reinforced composite has a density of 800 kg/m 3 or less and a bending strength measured according to JIS A 5908:2015 of 18 MPa or more.
- the polyurethane foam layer is a foam of a mixture comprising a cement-based inorganic filler composed of any one of: cement; cement and sand; or cement, sand, and gravel, a polyisocyanate, a polyol, a foam stabilizer, a catalyst
- fiber mat is a mat-shaped molded body composed of a reinforcing fiber and a binder such as a thermoplastic resin, and various materials can be used as long an effect of the invention is not impaired.
- the unit density (weight per unit area) and the thickness of the fiber mat are not particularly limited as long as they do not hinder an effect of the invention, and can be varied depending on the type and compounding ratio of a reinforcing fiber.
- the unit density of the fiber mat is, from the viewpoint of sufficiently securing the reinforcing strength, preferably 200 g/m 2 or more, more preferably from 200 to 1000 g/m 2 , still more preferably 200 to 600 g/m 2 , and still more preferably 200 to 500 g/m 2 .
- the thickness of the fiber mat is not particularly limited as long as the thickness does not hinder an effect of the invention, and is preferably 5 mm or less, more preferably from 0.5 to 5 mm, further preferably from 1 to 5 mm, and still more preferably from 1 to 2 mm.
- a single fiber mat may be used, or a plurality of fiber mats may be stacked and used.
- preferable ranges of the sum of the thicknesses of the plurality of fiber mats and the total weight thereof are the same as preferable ranges when one fiber mat is used, respectively.
- the "reinforcing fiber” is a fiber material which functions as a reinforcing material in an obtained fiber composite.
- a structure in which the reinforcing fibers are bonded to each other with a binder such as a thermoplastic resin secures the strength of the whole fiber composite.
- the material of this reinforcing fiber is not particularly limited, and includes a synthetic resin, a vegetable fiber, and an inorganic fiber, and is preferably an inorganic fiber.
- Various materials can be used for the "synthetic resin" without specifically specifying the type thereof. Examples thereof include an aramid fiber, an unsaturated polyester fiber, a vinyl ester fiber, an epoxy fiber, and an amide fiber.
- the "vegetable fiber” is a fiber derived from a plant, and includes a fiber taken out of a plant and a fiber obtained by variously treating a fiber taken out of a plant.
- Examples of the vegetable fiber include vegetable fibers obtained from various plant bodies such as kenaf, jute hemp, manila hemp, sisal, ganoderma, sanctuary, bamboo, pineapple, coconut, corn, sugarcane, bagasse, palm, papyrus, reed, esparto, suraburas, wheat, rice, bamboo, various conifers (cedar, hinoki, and the like), hardwood, and cotton.
- plant bodies such as kenaf, jute hemp, manila hemp, sisal, ganoderma, sanctuary, bamboo, pineapple, coconut, corn, sugarcane, bagasse, palm, papyrus, reed, esparto, suraburas, wheat, rice, bamboo, various conifers (cedar, hinoki, and the like), hardwood, and cotton.
- These vegetable fibers may be used singly, or in combination of two or more kinds thereof.
- kenaf or a kenaf fiber as a vegetable fiber
- Kenaf is an extremely fast-growing grass and has excellent carbon dioxide absorption, and therefore can contribute to the reduction of the amount of carbon dioxide in the atmosphere and to effective use of forest resources.
- the part of a plant body used as the vegetable fiber is not particularly limited and may be any part of the plant body such as a woody part, a non-woody part, a leaf part, a stem part, and a root part. Furthermore, only a specific part may be used, or two or more different parts may be used in combination.
- the kenaf described above is a plant having woody stems and classified as a family of Malvaceae.
- Examples of kenaf include hibiscus cannabinus and hibiscus sabdariffa in scientific names, and include red hemp, Cuba kenaf, western hemp, Hibiscus sabdariffa L., mesta, bimli, ambari hemp, and Bombay hemp in common names.
- the jute is a fiber obtained from jute hemp.
- Examples of the jute hemp include plants of hemp and Tiliaceae, including jute (Corchoruscapsularis L.), and white jute, Corchorus olitorius, and mulukhiya.
- These vegetable fibers may be used singly or in combination.
- inorganic fiber examples include glass fiber (including glass wool and the like) and carbon fiber, and glass fiber is preferable. These inorganic fibers may be used singly or in combination.
- the synthetic fiber, the vegetable fiber and the inorganic fiber may be used singly, or a synthetic fiber, a vegetable fiber and an inorganic fiber may be used in combination.
- the shape and size of the reinforcing fiber are not particularly limited, and the fiber length thereof is preferably from 1 to 150 mm.
- a high strength (bending strength or the like) can be imparted to the resulting fiber composite.
- the fiber length is more preferably from 1 to 100 mm, more preferably from 1 to 20 mm, and particularly preferably from 1 to 10 mm.
- the fiber diameter is not particularly limited, it is preferably 1 mm or less, more preferably from 0.01 to 1 mm, further preferably from 0.02 to 0.7 mm, and particularly preferably from 0.03 to 0.5 mm. When the fiber diameter falls within the above range, a fiber composite having particularly high strength can be obtained.
- the content of the fiber is not particularly limited, and is preferably from 0.5 to 10% by mass (particularly from 0.5 to 3% by mass) with respect to the whole reinforcing fiber.
- the fiber length means an average fiber length (the same applies hereinafter), and is an average value determined for a total of 200 fibers by randomly taking out single fibers one by one and measuring the fiber length on a fixed measuring staff by a direct method in accordance with JIS L1015.
- the fiber diameter means an average fiber diameter (the same applies hereinafter), and is an average value determined for a total of 200 fibers by randomly taking out single fibers one by one and actually measuring the fiber diameter at the center in the longitudinal direction of the fiber using an optical microscope.
- thermoplastic resin fiber is preferably used as a binder in order to bond reinforcing fibers with each other.
- Thermoplastic resin fiber is a component that is contained in the fiber mat as a thermoplastic resin fiber and is a component that can be melted in a molding process or the like and bind reinforcing fibers with each other.
- thermoplastic resin constituting a thermoplastic resin fiber examples include polyolefin, a polyester resin, polystyrene, an acrylic resin, a polyamide resin, a polycarbonate resin, a polyacetal resin, and an ABS resin.
- polyolefin among them include polypropylene, polyethylene, and ethylene/propylene random copolymer.
- polyester resin examples include an aliphatic polyester resin such as a polylactic acid, polycaprolactone, or polybutylene succinate, and an aromatic polyester resin such as polyethylene terephthalate, polytrimethylene terephthalate, or polybutylene terephthalate.
- the acrylic resin is a resin obtained by using methacrylate and/or acrylate and the like.
- Such thermoplastic resins may be resins modified in order to enhance the affinity to reinforcing fibers (in particular, the surfaces of reinforcing fibers). These thermoplastic resins may be used singly or in combination of two or more kinds thereof.
- modified resin examples include a polyolefin having enhanced affinity for a reinforcing fiber (or a material constituting a reinforcing fiber). More specifically, when the reinforcing fiber is a vegetable fiber, it is preferable to use a polyolefin acid-modified with a compound having a carboxyl group or a derivative thereof (such as an anhydride group). Further, it is more preferable to use an unmodified polyolefin and a maleic anhydride-modified polyolefin in combination, and it is particularly preferable to use unmodified polypropylene and maleic anhydride-modified polypropylene in combination.
- the maleic anhydride-modified polypropylene a low molecular weight type is preferable. Specifically, for example, it is preferable that the weight average molecular weight (by GPC method) is from 25,000 to 45,000 g/mol.
- the acid value (according to JIS K0070) is preferably from 20 to 60 mgKOH/g.
- the modified polypropylene when the total of the modified polypropylene and the unmodified polypropylene is taken as 100% by mass, the modified polypropylene is preferably from 1 to 10% by mass, and more preferably from 2 to 6% mass. Within such a range, particularly high mechanical properties can be obtained.
- thermoplastic resins polyolefin and polyester resin are preferred.
- polypropylene is preferred.
- biodegradable polyester resin As the polyester resin, a biodegradable polyester resin (hereinafter, also simply referred to as “biodegradable resin”) is preferable. This biodegradable resin is exemplified below.
- a homopolymer of a hydroxycarboxylic acid such as a lactic acid, a malic acid, a glucose acid, or a 3-hydroxybutyric acid; and a hydroxycarboxylic acid-based aliphatic polyester such as a copolymer using at least one of these hydroxycarboxylic acids.
- a caprolactone-based aliphatic polyester such as copolymer of polycaprolactone, at least one of the hydroxycarboxylic acids and caprolactone.
- a dibasic acid polyester such as polybutylene succinate, polyethylene succinate, or polybutylene adipate.
- a copolymer of a polylactic acid or a lactic acid and the above-described hydroxycarboxylic acid other than a lactic acid, polycaprolactone, and a copolymer of at least one of the hydroxycarboxylic acids and caprolactone are preferred, and a polylactic acid is particularly preferred.
- biodegradable resins may be used singly or in combination of two or more kinds thereof.
- the lactic acid include an L-lactic acid and a D-lactic acid, and these lactic acids may be used singly or in combination.
- the shape and size of a thermoplastic resin fiber are not particularly limited, and the fiber length thereof is preferably 10 mm or more. This can impart high strength (flexural strength, flexural modulus, or the like, hereinafter the same) to a resulting fiber composite.
- the fiber length is more preferably from 10 to 150 mm, further preferably from 20 to 100 mm, and particularly preferably from 30 to 80 mm.
- the fiber diameter thereof is preferably from 0.001 to 1.5 mm, more preferably from 0.005 to 0.7 mm, still more preferably from 0.008 to 0.5 mm, and particularly preferably from 0.01 to 0.3 mm.
- the thermoplastic resin fiber can not be cut, and entangled with a reinforcing fiber with favorable dispersibility.
- the reinforcing fiber is a vegetable fiber.
- the ratio of the reinforcing fiber and the thermoplastic resin fiber constituting the fiber mat is not particularly limited, and, when the total amount of the reinforcing fiber and the thermoplastic resin fiber is taken as 100% by mass, the reinforcing fiber is preferably from 10 to 95% by mass (more preferably from 20 to 90% by mass, and still more preferably from 30 to 80% by mass). This is because it is easy to achieve excellent lightweight properties and high strength according to the invention in this range.
- an additive such as an antioxidant, a plasticizer, an antistatic agent, a flame retardant, an antibacterial agent, a fungicide, or a coloring agent may be contained in a fiber mat.
- the fiber mat itself used in the invention needs to have a certain degree of strength. Therefore, preferable specific examples of the fiber mat include a glass fiber mat, a carbon fiber mat, an aramid fiber mat, a polyester fiber mat, an unsaturated polyester fiber mat, a vinyl ester fiber mat, an epoxy fiber mat, an amide fiber mat, and a vegetable fiber mat (coconut, kenaf, or the like), and a glass fiber mat is particularly preferable from the viewpoints of easy availability and developability of strength.
- Examples of the type of glass fiber include a glass short fiber as well as a glass fiber mat.
- a glass short fiber for example, a chopped strand (for example, a length of from 1 to 10 mm, a fiber diameter of from 1 to 20 pm), a milled fiber (for example, a length of from 10 to 500 pm, a fiber diameter of from 1 to 20 pm), and the like are known, for which, as shown in the experiments described below, almost no reinforcing effect like the invention was confirmed.
- glass short fibers are widely used for reinforcement of cement and resin, it is an unexpected fact to those skilled in the art that, when a glass fiber mat is used, a remarkable strength can be obtained as compared with glass short fibers.
- the glass fiber mat is preferably a chopped strand mat (nonwoven fabric) or a roving cloth (woven fabric).
- the chopped strand mat can be obtained by cutting glass fiber strands to about 50 mm, uniformly dispersing them in a non-direction, and shaping them into a sheet (nonwoven fabric) using a binder.
- the roving cloth can be a woven fabric woven using roving glass long fibers for warp and weft.
- an alkali-resistant grade as the type of glass in the glass fiber mat used in the invention.
- glass fiber mat As the glass fiber mat, a commercially available product sold by each company (Central Glass Fiber Co., Ltd., Nitto Boseki Co., Ltd., Asahi Fiber Glass Co., Ltd., Nippon Electric Glass Co., Ltd., Auence Corning Co., Ltd. or the lke) in accordance with the classification of JIS R 3411 :2014 may be used.
- the polyurethane foam layer of the invention is, as described above, a foam of a mixture comprising a cement-based inorganic filler composed of any one of: cement; cement and sand; or cement, sand, and gravel, a polyisocyanate, a polyol, a foam stabilizer, a catalyst, and water.
- a cement-based inorganic filler composed of any one of: cement; cement and sand; or cement, sand, and gravel, a polyisocyanate, a polyol, a foam stabilizer, a catalyst, and water.
- the cement-based inorganic filler used in the invention is composed of any one of: cement, cement and sand, or cement, sand, and gravel.
- the cement is not particularly limited, and examples thereof include, in addition to most commonly used portland cement such as ordinary portland cement, early strong portland cement, ultrafast early portland cement, moderate heat Portland cement, sulfate resistant portland cement, or white cement, mixed cement such as blast furnace cement, silica cement, or fly ash cement, special cement such as alumina cement, super fast cement, colloid cement, or oil well cement, hydraulic lime, Roman cement, and natural cement.
- Portland cement is preferable.
- the sand as the aggregate used in the invention is not particularly limited, and is sand which all passes through 10 mm sieves classified as fine aggregate and contains 85% or more by weight of particles of 6 mm or less in particle size. Among them, sand for mortar having a particle size of from 0.3 to 6 mm is preferable. A mixture of the above cement and sand with water is the main constituent of so-called mortar.
- a fiber-reinforced composite of the invention a fiber-reinforced composite having favorable physical properties as specified in the invention can be obtained irrespective of the occurrence of the hydration reaction of the cement.
- the amount ratio of cement and sand namely, the weight ratio of both in the mortar component may vary depending on the application thereof, and may be within the range normally used for mortar products.
- an admixture a powder such as fly ash, slag powder, or silica fume
- a powder such as fly ash, slag powder, or silica fume
- the gravel as the aggregate used in the invention is not particularly limited, and gravel which is normally classified as a coarse aggregate and contains particles having a particle diameter of 5 mm or more by 85% or more by weight is preferable.
- a mixture of cement, sand, and gravel with water is the main constituent of so-called concrete.
- a favorable fiber-reinforced composite of the invention can be obtained irrespective of the occurrence of the hydration reaction of the cement.
- an admixture (a powder such as fly ash, slag powder, or silica fume) usually added to a concrete component can be added depending on the application as appropriate.
- the polyisocyanate used in the invention is not particularly limited, and examples thereof include an aromatic, alicyclic, or aliphatic polyisocyanate having two or more isocyanate groups, a mixture of two or more thereof, and a modified polyisocyanate obtained by modification thereof.
- a polyisocyanate such as tolylene diisocyanate (TDI), diphenylmethane diisocyanate (MDI), polymethylene polyphenyl polyisocyanate (also referred to as polymeric MDI or crude MDI), xylylene diisocyanate (XDI), isophorone diisocyanate (IPDI), or hexamethylene diisocyanate (HMDI) and a modified product thereof such as an isocyanurate modified product, a urethane modified product, a urea modified product, an adduct modified product, a biuret modified product, an allophanate modified product, or a carbodiimide modified product.
- urethane-modified MDI and/or urethane-modified polymeric MDI obtained by urethanization reaction of polymeric MDI and MDI and/or polymeric MDI are particularly preferable.
- the polyol used in the invention reacts with isocyanate to form polyurethane, and acts as a crosslinking agent depending on the functionality of the polyol, and is preferably added from the viewpoint of imparting strength to an obtained glass fiber-reinforced composite.
- the polyol used in the invention is not particularly limited as long as the polyol does not hinder an effect of the invention, and is preferably a polyether polyol having a hydroxyl value of from 5 to 300 mgKOH/g and a functional group number from 2 to 6, and more preferably, the polyether polyol does not dissolve in the water solubility test. Further, preferably, the Davies’ method HLB value of the polyether polyol is 11 or less.
- the Davies’ method HLB value is a value calculated by Formula 1 by determining a group number (for example, the numbers of methyl groups and methylene chains of lipophilic groups are both -0.475 and the numbers of ethyleneoxy groups and hydroxyl groups of hydrophilic groups are 0.33 and 1.9, respectively (see Table 1)) determined by the type of a functional group (According to Xiaowen Guo, Zongming Rong, Xugen Ying, "Calculation of hydrophile-lipophile balance for polyethoxylated surfactants by group contribution method" Journal of Colloid and Interface Science 298 (2006) 441-450). Table 1 Group number by Davies’ method
- HLB value 7 + sum of group numbers of hydrophilic groups - sum of group numbers of lipophilic groups (Formula 1).
- the Davies’ method HLB value indicates the relative hydrophilicity-lipophilicity degree, the larger the value, the stronger the degree of hydrophilicity, and the smaller the value, the stronger the degree of lipophilicity.
- the HLB value may be 11 or less, preferably from 0 to 11 , more preferably from 5 to 11, and still more preferably from 7 to
- the use of the polyol having the above characteristics is particularly advantageous in imparting high compressive strength to the glass fiber-reinforced composite with a short demolding time.
- the inventors consider the reason as follows. Namely, when the water solubility of the polyol is high, the polyol is dissolved in a large amount of water, and since the reaction between the polyol and the isocyanate is inhibited, problems may occur in the moldability (demoldability) in a short time.
- the water solubility of the polyol is low, the reaction between the polyol and the isocyanate progresses smoothly, and the moldability (demolding property) in a short time is considered to be favorable. Since the moldability (demoldability) is also poor in the condition where no polyol is present (Comparative Example 5 to be described later), it is considered to be important that the polyol effectively participates in this reaction.
- the weight ratio between a cement-based inorganic filler (composed of any one of: cement, cement and sand, or cement, sand, and gravel) and a polyurethane resin (or polyisocyanate + polyol) in the invention can be suitably adjusted in consideration of lightweight properties, strength, cost, or the like, and usually, the ratio of cement-based inorganic filler: polyurethane (weight ratio) may be from 40:60 to 95:5, preferably from
- 50:50 to 90: 10 and particularly preferably from 55:45 to 85: 15, and for example, may be from 80:20 or 60:40.
- the foam stabilizer used in the invention is an auxiliary agent for forming favorable bubbles.
- the bubbles serve as communication holes to prevent reduction of an obtained glass fiber-reinforcing composite, contributing to weight reduction and strength development.
- the foam stabilizer is not particularly limited, and examples thereof include a silicone-based foam stabilizer (for example, SH-193, L-5420A, SZ1325, SF2937F of Dow Corning Toray Co., Ltd., L-580 of Momentive Performance Materials Co. Ltd., B8462 of Evonik Degussa Corporation) and a fluorine-containing compound type foam stabilizer.
- the amount of the foam stabilizer may be up to 20 parts by weight, in particular from 1 to 10 parts by weight, for example 0.5 parts by weight, based on 100 parts by weight of the polyether polyol.
- the density of the fiber-reinforced composite of the invention can be adjusted by the ratio of polyurethane and cement-based inorganic filler (composed of any one of: cement, cement and sand, or cement, sand, and gravel) and foaming rate.
- the catalyst used in the invention promotes urethane formation reaction between the polyisocyanate and the polyol.
- the catalyst is not particularly limited as long as the catalyst accelerates the urethane formation reaction, and examples thereof includes triethylamine, bis(2-dimethylaminoethyl) ether, imidazole compound, l,8-diazabicyclo[5.4.0]undecene-7 and an organic acid salt thereof and /V,/V,/V,/V-tris (dimethylaminopropyl)hexahydro-S-triazine.
- a tertiary amine such as Polycat8 of Air Products and Chemicals, Inc. is preferred as the catalyst.
- the amount of the catalyst may be from 0.01 to 5% equivalent, preferably from 0.1 to 1% equivalent, more preferably 0.5% equivalent based on 1 equivalent of the isocyanate group.
- the water used in the invention is used as a medium for dispersing raw materials to form slurry, and at the same time, part of the water is suitably added from the viewpoint of reacting with the isocyanate group to generate carbon dioxide gas and forming foam.
- the amount of water is not particularly limited as long as it is sufficient for agitating and dispersing water and a cementitious inorganic filler to form a slurry state.
- the amount of water is demanded to include an amount necessary for hydration reaction of the cement and reaction with polyisocyanate groups used to foam, and usually, the amount of water required to obtain a favorable slurry state is excessive compared to the amount of water required for the reaction.
- the ratio of polyol: polyisocyanate is not particularly limited as long as the ratio does not hinder an effect of the invention, and for example, from 60:40 to 100: 1 , preferably from 65:35 to 95:5, and more preferably from 70:30 to 90: 10.
- the method of producing a fiber-reinforced foamed composite of the invention includes at least a step of injecting a mixture including a cement-based inorganic filler (composed of any one of: cement, cement and sand, or cement, sand, and gravel), a polyisocyanate, a polyol, a foam stabilizer, a catalyst, and water into a mold (also referred to as "mold” or "mold for molding”) and demolding.
- a cement-based inorganic filler composed of any one of: cement, cement and sand, or cement, sand, and gravel
- the fiber mat is arranged in advance in the mold in such a manner that the polyurethane foam layer obtained by foaming the mixture and the fiber mat adhere to each other.
- a cement-based inorganic filler composed of any one of: cement, cement and sand, or cement, sand, and gravel, a polyol, a foam stabilizer, a catalyst, and water are mixed and stirred in a mold for a fiber-reinforced composite to form a slurry, a polyisocyanate (and/or prepolymer type modified product thereof) is added to and mixed in the slurry, the polyisocyanate and the polyol are polymerized while foaming with the carbonic acid gas generated by the reaction of the polyisocyanate and water in the slurry, and a cement-based inorganic filler powder composed of any one of: cement, cement and sand, or cement, sand, and gravel in the slurry is dispersed in the polyurethane formed by the polymerization to thereby form a polyurethane foam layer.
- Mixing and stirring of the above components may be carried out directly in a mold, and since a formwork usually has a rectangular parallelepiped shape in many cases, it is preferable, in consideration of the mixing efficiency, to add the components in a circular cup (such as a polycup for small scale experiments, or a polymer liner circular stirring tank for large scale production), stir and mix with a mixer (such as a hand mixer for a small scale experiment, or an electric stirrer device for a large scale production), and then transfer them into the mold immediately after.
- a circular cup such as a polycup for small scale experiments, or a polymer liner circular stirring tank for large scale production
- a mixer such as a hand mixer for a small scale experiment, or an electric stirrer device for a large scale production
- the urethanization reaction starts immediately with the addition of the polyisocyanate or the catalyst, it is preferable to add other ingredients in advance and thoroughly stir and mix them before adding them. Since the reaction begins immediately after adding and stirring the polyisocyanate or the catalyst, stirring in the circular cup is stopped for a short time (for example, several seconds) and immediately transferred to the formwork. At this time, in order to obtain a sufficient mixing efficiency by short-time stirring, agitation under high-speed rotation is preferable.
- the initial temperature setting of the mold may be about ordinary temperature (about 20°C to 30°C).
- Formation of fiber-reinforced composite involves foam generation and polymerization heat generation of polyurethane formation, and the temperature in the mold rises.
- the temperature inside the mold usually rises to about 30 to 40 ° C depending on the shape and size of the mold.
- the pressure in the mold slightly rises with foaming, and may be about 0.5 MPa.
- the shape of the formwork is generally rectangular parallelepiped, and other shapes may be used if necessary.
- cream time, gel time and tack time can be used as an index to serve as a measure of the progress of the curing (polymerization and crosslinking) reaction.
- the cream time of the mixture of the above components at a liquid temperature of 25 °C is preferably from 10 to 30 seconds, and more preferably from 10 to 20 seconds.
- the gel time of the mixture of the above components at a liquid temperature of 25 °C is preferably from 40 to 70 seconds, and more preferably from 50 to 65 seconds.
- the tack time of the mixture of the above components at a liquid temperature of 25°C is preferably from 70 to 110 seconds and more preferably from 80 to 100 seconds.
- the fiber mat is arranged in advance in the mold in such a manner as to be arranged within 5 mm inside from one side surface of the fiber-reinforced composite.
- the fiber mat is designed to be arranged in such a manner that at least one layer of the fiber mat is included within 5 mm inside from the surface of at least one side where the flexural strength of the fiber-reinforced composite is required and is arranged in the mold.
- at least one side where the flexural strength is required is preferably selected on one side in a case in which it is assumed that weighing is applied from one direction.
- a frame line indicates a fiber-reinforced composite
- a dotted line indicates a fiber mat.
- fiber mats may be arranged on both sides of a molded article (fiber-reinforced composite) (preferably within 5 mm inside from each surface).
- another fiber mat may be arranged in a portion other than the one side area (in a polyurethane foam layer) as long as the fiber mat is arranged in at least one side area of the fiber-reinforced composite, and such an embodiment is also included in the invention.
- a fiber mat may be prewetted (applied) with a small amount of a mixture of the components except polyisocyanate in such a manner that impregnation of a polyurethane foam into a fiber mat proceeds smoothly, and the polyisocyanate may be added to the fiber mat.
- Performing such a process is advantageous in obtaining a fiber-reinforced composite in which a resin component has sufficiently penetrated into a fiber mat.
- the demolding time can be usually set to about 5 minutes, and a high compressive strength immediately after demolding with a high value of 1 MPa or more can be obtained. Therefore, according to the production method of the invention, it is possible to form a production time cycle in a short time, and it is possible to obtain a fiber-reinforced composite having favorable cured physical properties in a process with high production efficiency.
- the compressive strength reaches a substantially constant value immediately after demolding, for example, after 5 minutes, and even after 1 day to 1 week, the composite has the same compressive strength. In other words, according to the production method of the invention, favorable initial physical property values can be stably obtained in a remarkably short time.
- the fiber-reinforced composite of the invention can be obtained by adhering or integrating a polyurethane foam layer and a fiber mat by the production method as described above.
- the weight ratio of the polyurethane foam layer to the fiber mat is not particularly limited as long as the ratio does not hinder an effect of the invention, and is preferably from 100:0.5 to 100: 10, and more preferably from 100: 1 to 100: 10.
- the ratio of the thickness of the polyurethane foam layer to the thickness of the fiber mat is not particularly limited as long as the ratio does not hinder an effect of the present invention, and is preferably from 10:0.01 to 10:2.0, more preferably from 10:0.1 to 10:2.0, and still more preferably from 10:0.3 to 10: 1.0.
- the fiber-reinforced composite of the invention is a structure having lightweight properties and high flexural strength required in JIS A 5908 as described above, the composite can be suitably used as a building material (heat insulating material, wall material, or the like) or the like.
- the flexural strength of such a fiber-reinforced composite of the invention is preferably 18 MPa or more, more preferably from 18 to 30 MPa, still more preferably 18 to 25 MPa, and further preferably from 20 to 25 MPa.
- the density is set to 800 kg/m 3 or less from the viewpoint of securing lightweight properties.
- the density of the fiber-reinforced composite of the invention is preferably from 500 to 800 kg/m 3 , more preferably from 550 to 700 kg/m 3 , still more preferably 580 to 680 kg/m 3 , and still more preferably from 600 to 650 kg/m 3 .
- the fiber-reinforced structure of the invention preferably has a suitable compressive strength from the viewpoint of use thereof as a building material.
- the compressive strength of the fiber-reinforced composite of the invention can be 1 MPa or more, preferably from 5.0 to 7.0 MPa, and more preferably from 5.1 to 6.2 MPa.
- Glass fiber mat A ECM300-501 (manufactured by Central Glass Co., Ltd.) (Chopped strand mat; unit weight 300 g/m2, thickness about 1 mm)
- Glass short fiber A ECS03-615 (manufactured by Central Glass Co., Ltd.)
- Glass short fiber B EFH 100-31 (manufactured by Central Glass Co., Ltd.)
- Sand for mortar (average particle size about 1 mm)
- Polyol polyol A (SUMIFENE 1600U; functional group number 2, hydroxyl value 110 mgKOH/g) (manufactured by Sumika Covestro Urethane Co., Ltd.)
- Foam stabilizer silicone-based foam stabilizer (silicone SH-193, manufactured by Dow Corning Toray Co., Ltd.)
- Catalyst Polycat8 (tertiary amine) (manufactured by Air Products and Chemicals,
- Polyisocyanate Polyisocyanate A (polymeric MDI (diphenylmethane diisocyanate; isocyanate group content about 31.5%: Sumidur 44 V20L (manufactured by Sumika Covestro Urethane Co., Ltd.)
- Foam product density (kg/m 3 ): Determined by the following formula:
- Cream time Time (seconds) from the mixing of a slurry until the mixture foams and starts to rise
- Tack free time Time (seconds) required for the foam surface to rise without adhering to a fingertip when touching the rising foam surface with the fingertip after slurry mixing.
- Flexural strength The flexural strength was measured in accordance with JIS A 5908:2015 (particle board).
- Compressive strength The compressive strength was measured in accordance with JIS K 7220:2006 (Rigid foamed plastics - Determination of compression properties).
- the surface is uniform and smooth
- the surface is not uniform and not smooth.
- Cure property evaluation finger touch feeling when pressing and releasing the cured surface for 1 second with index finger
- Example 2 The evaluation results of Example 1 are as shown in Table 2.
- the appearance evaluation, the cure evaluation, and the strength development evaluation were all favorable (o).
- the density was 620 kg/m 3 .
- the flexural strength of the fiber-reinforced composite after 3 days elimination from the mold was 20.3 MPa.
- compression strength after 3 days elimination from the mold was 5.6 MPa.
- Example 1 the same slurry mixture in a polycup was not transferred to a mold, and the reactivity of the mixture was observed as it was in a polycup (liquid temperature 25°C).
- the cream time of the slurry was 20 seconds
- the gel time was 60 seconds
- the tack free time was 92 seconds.
- Two glass fiber mats A (27.6 g in total) cut into 210 x 210 mm were arranged on the upper and lower surfaces of the mold. Four corners of the upper surface of the glass fiber mat A were attached to the upper surface of the mold with double-sided tape.
- Example 2 In a similar manner to Example 1, a fiber-reinforced composite material was obtained using a reaction mixture. The evaluation results are as shown in Table 2. A cross section of the glass fiber-reinforced composite obtained in Example 2 was photographed and the cross section was as shown in FIG. 4. In FIG. 4, the thickness of the glass fiber-reinforced composite was 25 mm, and the glass fiber mat A was arranged in a region within 5 mm from the upper surface and lower surface of the glass fiber-reinforced composite. As shown in FIG. 4, in the cross-sectional photograph of the glass fiber-reinforced composite, it was confirmed that a skin layer was formed on the surface of a polyurethane foam layer and integrated with the glass fiber mat.
- a foam was obtained using the reaction mixture in a similar manner to Example 1 except that a glass fiber mat was not used.
- the evaluation results are as shown in Table 2.
- a fiber-reinforced composite was obtained using the reaction mixture in a similar manner to Example 1 except that the arrangement of the glass fiber mat in the mold was at the intermediate position of the mold height.
- the evaluation results are as shown in Table
- a fiber-reinforced composite was obtained in a similar manner to Example 1 except that a glass fiber mat was not used and 22.5 g of short glass fiber A was added to obtain a slurry.
- the evaluation results are as shown in Table 2.
- a fiber-reinforced composite was obtained in a similar manner to Example 1 except that a glass fiber mat was not used and 22.5 g of short glass fiber B was added to obtain a slurry.
- the evaluation results are as shown in Table 2.
- Example 1 Example 2 Example 3 Example 4
- Example 1 and Example 2 the flexural strength was greatly improved and the flexural strength was 20 MPa or more at a density of from 610 to 620 kg/m 3 . In Examples 1 and 2, reactivity was high and it was sufficiently possible to demold in 5 minutes.
- the fiber-reinforced composite of the invention it is possible to achieve high flexural strength (18 MPa or more) and lightweight properties (density: 800 kg/m 3 or less).
- the glass fiber-reinforced composite of the invention can be obtained with extremely short demolding time and can be advantageously used as a building material.
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EP18825952.7A Withdrawn EP3732030A1 (de) | 2017-12-28 | 2018-12-14 | Faserverstärkte harzzusammensetzung und verfahren zur herstellung davon |
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JP (1) | JP2019119790A (de) |
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JP7364836B2 (ja) * | 2019-01-25 | 2023-10-19 | 大和紡績株式会社 | 水硬性硬化体添加用集束繊維、それを含むプレミックスセメント組成物及び水硬性硬化体、並びにその製造方法 |
CN111995314B (zh) * | 2020-08-26 | 2021-12-10 | 山东交通学院 | 用于桥梁检测与监控的方法及使用的复合材料 |
AT524694B1 (de) * | 2021-01-26 | 2023-06-15 | Kpt Gmbh | Hitzefester Bauteil, Verfahren zu dessen Herstellung und Behälter |
CN114590012A (zh) * | 2022-03-08 | 2022-06-07 | 宜兴市恒驰橡塑有限公司 | 一种纤维增强聚氨酯发泡板及其生产工艺 |
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US20170282510A1 (en) * | 2016-04-01 | 2017-10-05 | Certainteed Gypsum, Inc. | Building board having high fastener sealability |
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JP3141559B2 (ja) | 1992-08-31 | 2001-03-05 | 株式会社大林組 | 透水性硬化材料の製造方法 |
JPH0680966A (ja) | 1992-08-31 | 1994-03-22 | Ohbayashi Corp | 透水性硬化材料 |
WO2000050233A1 (fr) * | 1999-02-22 | 2000-08-31 | Sekisui Chemical Co., Ltd. | Materiau composite et objet synthetique utilisant ce materiau |
JP3652968B2 (ja) | 2000-07-31 | 2005-05-25 | スチライト工業株式会社 | 断熱性不燃材およびその製造方法ならびに断熱性不燃壁の施工法 |
CN101177525B (zh) * | 2006-11-08 | 2010-05-12 | 上海昊海化工有限公司 | 纤维增强聚氨酯改性聚异氰酸脲酯复合材料及其制备方法 |
CN101812876B (zh) * | 2009-11-06 | 2013-06-05 | 北京华丽联合高科技有限公司 | 一种全水泥基不燃泡沫保温夹芯板 |
ITMI20100440A1 (it) * | 2010-03-18 | 2011-09-19 | Dow Global Technologies Inc | Processo per la preparazione di poliuretani rinforzati con fibre lunghe che contengono riempitivi particolati |
WO2012029810A1 (ja) * | 2010-08-30 | 2012-03-08 | 株式会社イノアックコーポレーション | 繊維強化成形体及びその製造方法 |
CN102432330A (zh) * | 2011-09-16 | 2012-05-02 | 上海浦莲预拌混凝土有限公司 | 抗震抗压的混凝土及其制备方法 |
ITMI20121330A1 (it) * | 2012-07-31 | 2014-02-01 | Dow Global Technologies Llc | Metodo per la preparazione di pannelli isolanti espansi resistenti alla fiamma |
CN103568331A (zh) * | 2012-08-10 | 2014-02-12 | 上海杰事杰新材料(集团)股份有限公司 | 一种玻纤布增强热塑性聚氨酯复合材料的制备方法及产品 |
JP6121159B2 (ja) * | 2012-12-26 | 2017-04-26 | コベストロ、ドイチュラント、アクチエンゲゼルシャフトCovestro Deutschland Ag | 植物繊維で補強された発泡ポリウレタン成形品およびその製造方法 |
CN104937190B (zh) * | 2013-01-21 | 2017-06-09 | 客纳福来有限公司 | 地板面板 |
JP6466115B2 (ja) * | 2014-09-12 | 2019-02-06 | コベストロ、ドイチュラント、アクチエンゲゼルシャフトCovestro Deutschland Ag | セメント系ポリウレタン発泡複合体及びその製造方法 |
CN107512057B (zh) * | 2016-06-17 | 2021-09-17 | 科思创德国股份有限公司 | 聚氨酯层压模塑制品及其制备方法 |
CN106120480A (zh) * | 2016-08-17 | 2016-11-16 | 中国铁道科学研究院铁道建筑研究所 | 一种高纤维含量纤维增强聚氨酯硬泡合成轨枕及其制作方法 |
CN106747031A (zh) * | 2016-11-15 | 2017-05-31 | 中南林业科技大学 | 一种植物纤维增强无机轻质复合材料及其制备方法 |
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US20170282510A1 (en) * | 2016-04-01 | 2017-10-05 | Certainteed Gypsum, Inc. | Building board having high fastener sealability |
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WO2019129504A1 (en) | 2019-07-04 |
CN111491783A (zh) | 2020-08-04 |
JP2019119790A (ja) | 2019-07-22 |
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