WO2000066338A1 - Fiber reinforced epoxy resin product and method for the manufacture thereof - Google Patents

Fiber reinforced epoxy resin product and method for the manufacture thereof Download PDF

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Publication number
WO2000066338A1
WO2000066338A1 PCT/KR2000/000403 KR0000403W WO0066338A1 WO 2000066338 A1 WO2000066338 A1 WO 2000066338A1 KR 0000403 W KR0000403 W KR 0000403W WO 0066338 A1 WO0066338 A1 WO 0066338A1
Authority
WO
WIPO (PCT)
Prior art keywords
mold
mixture
epoxy
resm
fiber
Prior art date
Application number
PCT/KR2000/000403
Other languages
French (fr)
Korean (ko)
Inventor
Dong Bo Yang
Original Assignee
Kunhyung Co., Ltd.
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from KR1019990015219A external-priority patent/KR100310016B1/en
Priority claimed from KR1019990038063A external-priority patent/KR100314750B1/en
Application filed by Kunhyung Co., Ltd. filed Critical Kunhyung Co., Ltd.
Priority to JP2000615205A priority Critical patent/JP2002542965A/en
Priority to AU44356/00A priority patent/AU4435600A/en
Publication of WO2000066338A1 publication Critical patent/WO2000066338A1/en
Priority to HK02108774.3A priority patent/HK1047071B/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C70/00Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
    • B29C70/04Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts comprising reinforcements only, e.g. self-reinforcing plastics
    • B29C70/28Shaping operations therefor
    • B29C70/30Shaping by lay-up, i.e. applying fibres, tape or broadsheet on a mould, former or core; Shaping by spray-up, i.e. spraying of fibres on a mould, former or core
    • B29C70/34Shaping by lay-up, i.e. applying fibres, tape or broadsheet on a mould, former or core; Shaping by spray-up, i.e. spraying of fibres on a mould, former or core and shaping or impregnating by compression, i.e. combined with compressing after the lay-up operation
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B27/00Layered products comprising a layer of synthetic resin
    • B32B27/18Layered products comprising a layer of synthetic resin characterised by the use of special additives
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C70/00Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts
    • B29C70/04Shaping composites, i.e. plastics material comprising reinforcements, fillers or preformed parts, e.g. inserts comprising reinforcements only, e.g. self-reinforcing plastics
    • B29C70/28Shaping operations therefor
    • B29C70/40Shaping or impregnating by compression not applied
    • B29C70/42Shaping or impregnating by compression not applied for producing articles of definite length, i.e. discrete articles
    • B29C70/46Shaping or impregnating by compression not applied for producing articles of definite length, i.e. discrete articles using matched moulds, e.g. for deforming sheet moulding compounds [SMC] or prepregs
    • B29C70/467Shaping or impregnating by compression not applied for producing articles of definite length, i.e. discrete articles using matched moulds, e.g. for deforming sheet moulding compounds [SMC] or prepregs and impregnating the reinforcements during mould closing
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B27/00Layered products comprising a layer of synthetic resin
    • B32B27/06Layered products comprising a layer of synthetic resin as the main or only constituent of a layer, which is next to another layer of the same or of a different material
    • B32B27/08Layered products comprising a layer of synthetic resin as the main or only constituent of a layer, which is next to another layer of the same or of a different material of synthetic resin
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B27/00Layered products comprising a layer of synthetic resin
    • B32B27/38Layered products comprising a layer of synthetic resin comprising epoxy resins
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B5/00Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts
    • B32B5/22Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by the presence of two or more layers which are next to each other and are fibrous, filamentary, formed of particles or foamed
    • B32B5/24Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by the presence of two or more layers which are next to each other and are fibrous, filamentary, formed of particles or foamed one layer being a fibrous or filamentary layer
    • B32B5/26Layered products characterised by the non- homogeneity or physical structure, i.e. comprising a fibrous, filamentary, particulate or foam layer; Layered products characterised by having a layer differing constitutionally or physically in different parts characterised by the presence of two or more layers which are next to each other and are fibrous, filamentary, formed of particles or foamed one layer being a fibrous or filamentary layer another layer next to it also being fibrous or filamentary
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08JWORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
    • C08J5/00Manufacture of articles or shaped materials containing macromolecular substances
    • C08J5/04Reinforcing macromolecular compounds with loose or coherent fibrous material
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2262/00Composition or structural features of fibres which form a fibrous or filamentary layer or are present as additives
    • B32B2262/02Synthetic macromolecular fibres
    • B32B2262/0261Polyamide fibres
    • B32B2262/0269Aromatic polyamide fibres
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2262/00Composition or structural features of fibres which form a fibrous or filamentary layer or are present as additives
    • B32B2262/10Inorganic fibres
    • B32B2262/101Glass fibres
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2262/00Composition or structural features of fibres which form a fibrous or filamentary layer or are present as additives
    • B32B2262/10Inorganic fibres
    • B32B2262/106Carbon fibres, e.g. graphite fibres
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2363/00Epoxy resins
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B32LAYERED PRODUCTS
    • B32BLAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
    • B32B2605/00Vehicles
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08JWORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
    • C08J2363/00Characterised by the use of epoxy resins; Derivatives of epoxy resins

Definitions

  • the present invention relates to a fiber reinforced epoxy resin product and a method for manufacturing thereof; more particularly, to a fiber reinforced epoxy resm product comprising a hardened epoxy resm mixture including epoxy resm, silica and reinforcing fiber materials such as glass fiber, carbon fiber, aramid fiber or Kevlar fiber, and at least one layer of fiber glass roving cloth and a method for manufacturing thereof.
  • the steel plate bonding method is adopted for reinforcing bending strength of decks or shear strength of piers of a bridge.
  • the prestressmg method is used with concrete casting when the amount of prestress is less than a desired level.
  • the cross section increasing method is applied when the amount of reinforcing rods and the cross section of the concrete structure is insufficient.
  • steel plate bonding method is most widely used among above-mentioned methods.
  • steel plates are bonded to concrete surfaces via adhesive material such as epoxy resin in order to assure the transmission of shear stress and sufficient adhere strength between the concrete surfaces and the steel plates.
  • FRP fiber reinforced plastics
  • the metal wires are corroded after a long period of use, which makes the binding strength between resm mate ⁇ al and wires decreased and, in turn, cracks or delamination is developed in the resm panels Further, weatherabihty and chemical resistance of the metal wires are not sufficient and, most of all, physical properties such as tension strength or compressive strength are deteriorated by the weakened binding strength.
  • an object of the present invention to provide a fiber reinforced epoxy resm product having improved physical and chemical properties and also having better weatherabihty and chemical resistance by mixing epoxy resm with fiber chops and casting the mixture into a mold in which at least one layer of glass fiber roving cloth is arranged It is another object of the present invention to provide a method for manufacturing such a fiber reinforced epoxy resm product.
  • a fiber reinforced epoxy resin panel according to the present invention can be used in various fields such as, for example, 1 ) reinforcement and repair of various kinds of concrete structures, 2) protection of surfaces of concrete structures from seawater, foul water, damages by freeze-thaw or other chemical actions, 3) reinforcement of tunnel linings, 4) corner casting panels for container terminal, 5) vehicle block, or the likes.
  • a method for manufacturing a fiber reinforced epoxy resm product comprising the steps of providing a mold for the product, applying a release agent to inner surfaces of the mold, providing at least one layer of glass fiber roving cloth in the mold, casting an unhardened epoxy resm mixture in the mold; pressing the epoxy resin mixture in the mold; hardening the epoxy resm mixture m the mold under a temperature between about 20°C and about 80°C for more than 30 minutes; releasing the hardened epoxy resm mixture from the mold; and cu ⁇ ng the hardened epoxy resm mixture under a temperature between about 20°C and 35°C for about 24 hours to form the product.
  • a fiber reinforced epoxy resm product comp ⁇ smg a hardened epoxy res mixture including epoxy resm, silica and a fibrous mate ⁇ al, wherein the fibrous mate ⁇ al is a mate ⁇ al selected from the group consisting of glass fiber, carbon fiber, aramid fiber and Kevlar fiber or a mixture thereof; and at least one layer of glass fiber rovmg cloth is arranged parallel to each other in the hardened epoxy resm mixture.
  • FIG 1A to IF show an exemplified process of manufacturing the fiber reinforced epoxy resin product m accordance with the present invention
  • Fig 2 illustrates a cross-sectional view of a fiber reinforced epoxy resm panel manufactured in accordance with the method of the present invention
  • Fig. 3 describes a cross-sectional view of a fiber reinforced epoxy resm panel bonded to a surface of a concrete structure for reinforcing in accordance with the present invention
  • Fig. 4A represents a plan view of a corner casting panel as an application of the fiber reinforced epoxy resm product in accordance with the present invention
  • Fig. 4B is a side view of the corner casting panel shown in Fig. 4A;
  • Fig. 4C offers the installation of the panel in accordance with the present invention;
  • Fig 5A to 5C provides vehicle blocks manufactured by the method in accordance with the present invention;
  • Fig. 6 sets forth an elevation view of the installed vehicle blocks;
  • Fig. 7 portrays a cross-sectional view taken along line I-I in Fig. 6.
  • Fig. 1A to Fig. IF illustrate an exemplified process of manufacturing a fiber reinforced epoxy resin product in accordance with the present invention.
  • the mold (10) can have va ⁇ ous sizes and shapes depending on the use of a finished product.
  • the mold (10) is made of metal for durability and can be utilized again after cleaning inner surfaces thereof.
  • Step (b) a release agent (20) of conventional type is coated to inner surfaces of the mold (10) with a constant thickness. The release agent (20) facilitates the separation of the finished product from the mold.
  • the epoxy resin has physical properties as followmgs: less than or equal to 380 mPas (380 csp) of viscosity, about 15 minutes of gel time, more than or equal to 1000 kg/cm 2 of compressive strength, more than or equal to 500 kg/cm 2 of bending strength, more than or equal to 800 kg/cm 2 of shear strength, more than or equal to 130 kg/cm 2 of adhesive strength, more than or equal to 0.02 of tensile fracture strain rate, 1.0 X 10 5 to 2 0 X 10 5 cm/cm/°C of coefficient of expansion; 50 to 75°C of heat deflection degree
  • Step (d) Epoxy resin is mixed with reinforcing fiber mate ⁇ als in a ratio of 9 to 1 and the mixture is cast onto the first fiber mesh (30 A) which was impregnated with the epoxy resin (a first casting process).
  • the mixture includes the epoxy resin, a small amount of cement, silica and chopped reinforcing fiber mate ⁇ al.
  • the reinforcing fiber material is a material selected from the group consisting of glass fiber, carbon fiber, agamid fiber and Kevlar fiber or the mixture thereof.
  • the epoxy resin has following properties- 1 15 to 1.20 of specific weight, M70 to M80 of hardness, 19,000 to 24,000 cps of viscosity; less than or equal to 0 14% of absorptivity; less than or equal to 1.1% of shrinkage; and 180 to 230 of epoxy equivalent.
  • the preferable properties of the silica are as followmgs: more than or equal to 95% of purity, 2.25 to 2.65 of specific weight; 6.5 to 7.0 of Mohs hardness and 7 to 9 pH
  • the number of fiber mesh layers may be varied depending on the use of a finished epoxy resm product. When it is used for reinforcement and repair of concrete structures, the finished epoxy resm product preferably has a plurality of layers and, e.g., the number of layers and the amount of the fibers are decided according to desired strength increase which may be calculated by structural analysis.
  • vibrations are applied to the mold (10) by a vibrator such that the fiber meshes are moved into the epoxy resin mixture as shown m Fig. IE.
  • the epoxy resm mixture is hardened under a temperature of 60°C for 30 minutes, and then pressed with a load of 1000 kg Next, the epoxy resin mixture is hardened at a temperature of 80C for 3 hours.
  • the mold (10) can be used again after the dirt is removed therefrom.
  • Fig. 2 shows a cross-sectional view of a fiber reinforced epoxy resm panel manufactured m accordance with the method of the present invention.
  • Fig. 3 is a cross-sectional view of a fiber reinforced epoxy resm panel bonded to a surface of a concrete structure for reinforcing.
  • a surface of a concrete structure (80) is pretreated for the reinforcement
  • a surface area to be reinforced and repaired is determined and the compression strength of the concrete structure is measured.
  • the size of reinforcing panel is determined depending on the desired strength Deteriorated parts of the concrete structure are removed and the surfaces are pretreated. Corroded steel reinforcing bars are repaired if required.
  • the fiber reinforced epoxy resm panel (1) is fixed to the surface of concrete structure (80) via an anchor bolt or a chemical anchor bolt (84)
  • the epoxy resm panel (1) is anchored to the surface with a gap of about 2 to about 6 mm by means of spacers.
  • Adhesive epoxy resin will be injected into the gap between the panel and the surface It is preferable that the gap between the panel and surface is as small as possible. Heads of the anchor bolts (84) are removed or covered by anchor caps to prevent corrosion. It is preferable that a distance from the anchor bolt (84) to the edge of the panel does not exceed 100 mm and a length of the anchor bolt is at least 2 to 3 times a depth of dete ⁇ orated parts.
  • adhesive epoxy resin (90) is injected mto the gap.
  • a sealant which is preferably the same type as the adhesive epoxy resm.
  • the adhesive epoxy resm (90) has same properties as the epoxy resm constituting the epoxy resm mixture but has lower viscosity. It is preferable to examine the properties of the adhesive epoxy resm (90) and working condition by mock-up test.
  • the adhesive epoxy resm (90) is injected into the gap by an injection pressure of, e g , 0.5 to 2.5 kg/cm 2 . Injection process starts at a low pressure and the pressure is slowly increased in order to prevent the generation of air bubbles. This process is performed at a temperature of 5 to 30°C.
  • the adhesive epoxy resm is cured for 3 days
  • the epoxy resm panels are protected from rainwater or dirt by cove ⁇ ng it with vmyl sheet or the like. Heads of anchor bolts can be removed for good appearance.
  • Fig. 4A shows a plan view of a comer casting panel as an application of the fiber reinforced epoxy resin product accordance with the present invention
  • Fig. 4B is a side view thereof
  • Fig. 4C shows the installation of the panel.
  • a corner casting panel (100) is an article for protecting surfaces (110) of container terminal from being damaged by comer portions of container boxes. These panels (100) are arranged to support the comers of the container boxes.
  • These comer casting panels are manufactured by the same process as above described except that more fiber mesh layers are included and compositions of some components are different m order to increase the strength.
  • the panels can be manufactured in various sizes such as, e.g., ⁇ 420 mm X 1350 mm X 20 mm ⁇ , ⁇ 420 mm X 600 mm X 20 mm ⁇ or ⁇ 1000 mm X
  • Figs. 5A to 5C show vehicle blocks manufactured by the method in accordance with the present invention. These vehicle blocks (200, 200 A, 200B) are manufactured by the same process as above described in various sizes. The vehicle blocks (200, 200A, 200B) have through holes
  • Fig. 6 is an elevation view of the installed vehicle blocks.
  • Fig. 7 shows a cross- sectional view taken along line I-I in Fig. 6.
  • the epoxy resm mixture preferably has compositions as followmgs: 10 to 30 wt% of epoxy resin, 20 to 39 wt% of silica, 30 to 68 wt% of rubbles and 0.01 to 1 wt% of reinforcing materials, and more preferably, 13.64 wt% of epoxy resin, 39.59 wt% of silica, 46.70 wt% of rubbles and
  • the fiber mesh has properties as followmgs: 550 to 610 g/m 2 of weight, more than or equal to 6.3 of density, more than or equal to 1,500 kg/mm 2 of tensile strength and more than or equal to 1,295 kg/mm 2 of bending strength.
  • the epoxy resin mixture may include inorganic mate ⁇ als having refractory and self-extinguishing characteristics, e.g., aluminum hydroxide, antimony oxide or hydro bromide.
  • the epoxy resm mixture does not include the inorganic mate ⁇ als more than 5 wt% relative to the total weight of the epoxy resm mixture.
  • the vehicle blocks (200, 200C) are aligned in a predetermined interval. The interval is corresponding to a width of vehicles and the vehicle blocks (200B) having inclined surface are allocated at both ends of the vehicle block line.
  • the vehicle blocks (200) are fixed to desired places with the bolts (210) after surfaces (300) of the places are cleaned.
  • pe ⁇ phe ⁇ es of each block are sealed by sealant and then resm inlet and air outlet are formed.
  • adhesive epoxy resm (220) is injected into an interface between the surface and the block for preventing permeation of water and assu ⁇ ng that the blocks are firmly fixed to the surfaces.
  • an adhesive epoxy resm layer has a thickness of about 2 mm to 6 mm. Injection process starts at a lower pressure which is increased to higher pressure gradually and slowly m order to prevent generation of air bubbles It is preferably that the injection pressure is 0 5 to 2 5 kg/cm " .
  • the adhesive epoxy resm has the same properties as above described except that it has lower viscosity and a gel time of about 3 hours.
  • an epoxy based pamt may be applied to the surface of the vehicle block. Above described process also can be applied to manufacture the comer casting panels.
  • a mold having a size of 1000 mm X 1000 mm X 11 mm was prepared A release agent was applied to inner surfaces of the mold At least three layers of fiber mesh were arranged in the mold. Thereafter, an epoxy resm mixture including 30.1 wt% of epoxy resm, 0.5 wt% of cement, 69.3 wt% of silica and 0.1 wt% of chopped fibers was cast into the mold and then the mold was vibrated. After hardening process at a temperature of 60°C for 30 minutes, the epoxy resm mixture was pressurized with a load of 1,000 kg. The epoxy resin mixture was further hardened at a temperature of 80°C for 3 hours and then released from the mold. The hardened epoxy resm mixture was cured at a temperature of 25 to 30°C and a humidity of 40 to 50% for 3 days. Properties of finished epoxy resm panels were tested and a result obtained is as followmgs: TABLE 1
  • the compression strength and tensile strength of the fiber reinforced epoxy panel is higher than those of concrete and the bending strength is also relatively high.
  • the properties of the epoxy resm product in accordance with the present invention were not affected by the weather conditions such as temperature and humidity, and the pe ⁇ od disposed in the water.
  • the epoxy resin product also had strong resistance to the acids and alkalis. It was thus proved that the epoxy resm product was appropriate to use m places under severe condition such as seawater, sewage and exhaust gas of vehicles.
  • a mold having a size of 800 mm X 1500 mm X 11 mm was prepared.
  • a release agent was applied to inner surfaces of the mold. At least three layers of fiber mesh were arranged in the mold. Thereafter, an epoxy resm mixture including 23.9 wt% of epoxy resm, 1.5 wt% of cement, 74.5 wt% of silica and 0.1 wt% of chopped fibers was cast into the mold and then the mold was vibrated. After hardening process at a temperature of 60°C for 30 minutes, the epoxy resm mixture was pressu ⁇ zed with a load of 1,000 kg. The epoxy resm mixture was further hardened at a temperature of 80°C for 3 hours and then released from the mold. The hardened epoxy resin mixture was cured at a temperature of 25 to 30°C and a humidity of 40 to 50% for 3 days Properties of finished epoxy resm panels were tested and the results were substantially same as those m Table 1
  • a steel mold having a size of 170 mm X 150 mm X 1000 mm was prepared A release agent, e g , 700-NC or PS- 100, was applied to inner surfaces of the mold Layers of fiber mesh were arranged m the mold Thereafter, an epoxy resin mixture including epoxy resm, silica, reinforcing fiber, rubbles, cement and inorganic mate ⁇ als was cast into the mold and then air bubbles were removed from the mold The remaining amounts of the air bobbles were below 4%
  • the epoxy resin mixture was pressurized with a load of 800 to 1,000 kg and hardened for 1 to 3 hours and then released from the mold The hardened epoxy resm mixture was cured at a temperature of 25 to 30°C and a humidity of 40 to 50% for 24 hours
  • the properties of the finished epoxy resm vehicle blocks were tested and a result obtained is as followmgs
  • the compression strength and tensile strength of fiber reinforced epoxy resin vehicle block are higher than those of concrete and the bending strength is also relatively high Also, the durability was better than that of concrete It was found from the specimens cured in the water and m the air at a low temperature that the properties of the epoxy resm product in accordance with the present invention were not affected by the weather conditions such as temperature and humidity, and the period disposed in the water The epoxy resin product also had strong resistance to the acids and alkalis It was thus proved that the epoxy resm product was appropriate to use m places under severe condition such as seawater, sewage and exhaust gas of vehicles

Abstract

A fiber reinforced epoxy resin product and a method for manufacturing the epoxy resin product is provided. The fiber reinforced epoxy resin product comprises a hardened epoxy resin mixture which includes epoxy resin, silica and a fibrous material, wherein the fibrous material is a material selected from the group consisting of glass fiber, carbon fiber, aramid fiber and Kevlar fiber or a mixture of these fibers, and at least one layer of glass fiber roving cloth is arranged parallel to each other in the hardened epoxy resin mixture. The method for manufacturing a fiber reinforced epoxy resin product comprises the steps of providing a mold for the product, applying a release agent to inner surfaces of the mold, providing at least one layer of glass fiber roving cloth in the mold, casting an unhardened epoxy resin mixture in the mold, pressing the epoxy resin mixture in the mold, hardening the epoxy resin mixture in the mold under a temperature between about 20 °C and about 80 °C for more than 30 minutes, releasing the hardened epoxy resin mixture from the mold, and curing the hardened epoxy resin mixture under a temperature between about 20 °C and 35 °C for about 24 hours to form the product.

Description

FIBER REINFORCED EPOXY RESIN PRODUCT AND METHOD FOR THE
MENUFACTURE THEREOF
FIELD OF THE INVENTION
The present invention relates to a fiber reinforced epoxy resin product and a method for manufacturing thereof; more particularly, to a fiber reinforced epoxy resm product comprising a hardened epoxy resm mixture including epoxy resm, silica and reinforcing fiber materials such as glass fiber, carbon fiber, aramid fiber or Kevlar fiber, and at least one layer of fiber glass roving cloth and a method for manufacturing thereof.
BACKGROUND OF THE INVENTION
Conventionally, various methods such as a steel plate bonding method, prestressmg method and cross section increasing method are used for reinforcing and repaiπng a concrete structure.
The steel plate bonding method is adopted for reinforcing bending strength of decks or shear strength of piers of a bridge. The prestressmg method is used with concrete casting when the amount of prestress is less than a desired level. The cross section increasing method is applied when the amount of reinforcing rods and the cross section of the concrete structure is insufficient.
Recently, the steel plate bonding method is most widely used among above-mentioned methods. In this method, steel plates are bonded to concrete surfaces via adhesive material such as epoxy resin in order to assure the transmission of shear stress and sufficient adhere strength between the concrete surfaces and the steel plates.
In such a method, however, continuous maintenance is needed to keep the sufficient adhere strength between the concrete surfaces and steel plates. And, where the concrete structure is exposed to seawater, it is difficult to achieve sufficient reinforcement or repair because of corrosion of the steel plates or problems related to durability of adhesive mateπal. Also, the structural load increases as the number of the steel plates increases, wherein steel has a relatively high specific weight. Further, the steel plates are usually bonded to a bottom surface of the structure. Thus, lots of working hours and workers are needed, thereby increasing the costs.
By utilizing fiber reinforced plastics (FRP) panels instead of steel plates, the problems caused by corrosion can be prevented. However, FRP panels have such a low strength that they function just as a cover for concrete surfaces
In order to solve these problems, there have been suggested several improved methods such as those described in Korean Laid-open Publication No. 174,161 having the title of "A epoxy resin panel for reinforcing concrete structure and a method for the manufacture thereof filed by the applicant or Japanese Laid-open Publication No 4-67946 having the title of "Thermosettmg resm composite panel". The resm panels suggested by these methods include metal wires as a reinforcing mateπal. However, the metal wires are corroded after a long period of use, which makes the binding strength between resm mateπal and wires decreased and, in turn, cracks or delamination is developed in the resm panels Further, weatherabihty and chemical resistance of the metal wires are not sufficient and, most of all, physical properties such as tension strength or compressive strength are deteriorated by the weakened binding strength.
SUMMARY OF THE INVENTION
It is, therefore, an object of the present invention to provide a fiber reinforced epoxy resm product having improved physical and chemical properties and also having better weatherabihty and chemical resistance by mixing epoxy resm with fiber chops and casting the mixture into a mold in which at least one layer of glass fiber roving cloth is arranged It is another object of the present invention to provide a method for manufacturing such a fiber reinforced epoxy resm product.
A fiber reinforced epoxy resin panel according to the present invention can be used in various fields such as, for example, 1 ) reinforcement and repair of various kinds of concrete structures, 2) protection of surfaces of concrete structures from seawater, foul water, damages by freeze-thaw or other chemical actions, 3) reinforcement of tunnel linings, 4) corner casting panels for container terminal, 5) vehicle block, or the likes.
In accordance with a preferred embodiment of the present invention, there is provided a method for manufacturing a fiber reinforced epoxy resm product, comprising the steps of providing a mold for the product, applying a release agent to inner surfaces of the mold, providing at least one layer of glass fiber roving cloth in the mold, casting an unhardened epoxy resm mixture in the mold; pressing the epoxy resin mixture in the mold; hardening the epoxy resm mixture m the mold under a temperature between about 20°C and about 80°C for more than 30 minutes; releasing the hardened epoxy resm mixture from the mold; and cuπng the hardened epoxy resm mixture under a temperature between about 20°C and 35°C for about 24 hours to form the product. In accordance with another preferred embodiment of the present invention, there is provided a fiber reinforced epoxy resm product, compπsmg a hardened epoxy res mixture including epoxy resm, silica and a fibrous mateπal, wherein the fibrous mateπal is a mateπal selected from the group consisting of glass fiber, carbon fiber, aramid fiber and Kevlar fiber or a mixture thereof; and at least one layer of glass fiber rovmg cloth is arranged parallel to each other in the hardened epoxy resm mixture.
BRIEF DESCRIPTION OF THE INVENTION
The above and other objects and features of the present invention will become apparent from the following descnption of preferred embodiments given in conjunction with the accompanying drawings, in which:
Fig 1A to IF show an exemplified process of manufacturing the fiber reinforced epoxy resin product m accordance with the present invention; Fig 2 illustrates a cross-sectional view of a fiber reinforced epoxy resm panel manufactured in accordance with the method of the present invention;
Fig. 3 describes a cross-sectional view of a fiber reinforced epoxy resm panel bonded to a surface of a concrete structure for reinforcing in accordance with the present invention,
Fig. 4A represents a plan view of a corner casting panel as an application of the fiber reinforced epoxy resm product in accordance with the present invention;
Fig. 4B is a side view of the corner casting panel shown in Fig. 4A; Fig. 4C offers the installation of the panel in accordance with the present invention; Fig 5A to 5C provides vehicle blocks manufactured by the method in accordance with the present invention; Fig. 6 sets forth an elevation view of the installed vehicle blocks; and,
Fig. 7 portrays a cross-sectional view taken along line I-I in Fig. 6.
DESCRIPTION OF SPECIFIC EMBODIMENTS
Fig. 1A to Fig. IF illustrate an exemplified process of manufacturing a fiber reinforced epoxy resin product in accordance with the present invention.
Step (a): a rectangular-shape mold (10) having a predetermined size is provided and dirt or other unnecessary mateπals are removed therefrom. The mold (10) can have vaπous sizes and shapes depending on the use of a finished product. Preferably, the mold (10) is made of metal for durability and can be utilized again after cleaning inner surfaces thereof. Step (b). a release agent (20) of conventional type is coated to inner surfaces of the mold (10) with a constant thickness. The release agent (20) facilitates the separation of the finished product from the mold.
Step (c): a first fiber mesh (30A) having meshes of predetermined sizes is allocated above the release agent (20) in the mold (10). Before this, the first fiber mesh (30A) is cut mto a suitable size to fit in the mold and may be impregnated with epoxy resin in order to enhance the strength. Preferably, the epoxy resin has physical properties as followmgs: less than or equal to 380 mPas (380 csp) of viscosity, about 15 minutes of gel time, more than or equal to 1000 kg/cm2 of compressive strength, more than or equal to 500 kg/cm2 of bending strength, more than or equal to 800 kg/cm2 of shear strength, more than or equal to 130 kg/cm2 of adhesive strength, more than or equal to 0.02 of tensile fracture strain rate, 1.0 X 10 5 to 2 0 X 10 5 cm/cm/°C of coefficient of expansion; 50 to 75°C of heat deflection degree
Step (d) Epoxy resin is mixed with reinforcing fiber mateπals in a ratio of 9 to 1 and the mixture is cast onto the first fiber mesh (30 A) which was impregnated with the epoxy resin (a first casting process). The mixture includes the epoxy resin, a small amount of cement, silica and chopped reinforcing fiber mateπal. The reinforcing fiber material is a material selected from the group consisting of glass fiber, carbon fiber, agamid fiber and Kevlar fiber or the mixture thereof.
Preferably, the epoxy resin has following properties- 1 15 to 1.20 of specific weight, M70 to M80 of hardness, 19,000 to 24,000 cps of viscosity; less than or equal to 0 14% of absorptivity; less than or equal to 1.1% of shrinkage; and 180 to 230 of epoxy equivalent. The preferable properties of the silica are as followmgs: more than or equal to 95% of purity, 2.25 to 2.65 of specific weight; 6.5 to 7.0 of Mohs hardness and 7 to 9 pH
Step (e): After the first casting process, a second fiber mesh (30B) having same size and shape with the first fiber mesh (30A) is allocated in the mold and the epoxy resm mixture is cast thereon (a second casting process). When the second casting process is finished, a third fiber mesh (30C) is allocated parallel to the first and second fiber mesh (30A, 30B) in the mold The number of fiber mesh layers may be varied depending on the use of a finished epoxy resm product. When it is used for reinforcement and repair of concrete structures, the finished epoxy resm product preferably has a plurality of layers and, e.g., the number of layers and the amount of the fibers are decided according to desired strength increase which may be calculated by structural analysis.
When the first and second casting process is finished, vibrations are applied to the mold (10) by a vibrator such that the fiber meshes are moved into the epoxy resin mixture as shown m Fig. IE. After the vibrating process, the epoxy resm mixture is hardened under a temperature of 60°C for 30 minutes, and then pressed with a load of 1000 kg Next, the epoxy resin mixture is hardened at a temperature of 80C for 3 hours.
Step (f): The hardened epoxy resm mixture is released from the mold (10) and cured under a temperature between 25 to 30°C for a predetermined period to form a fiber reinforced epoxy resm product (1). The mold (10) can be used again after the dirt is removed therefrom.
Fig. 2 shows a cross-sectional view of a fiber reinforced epoxy resm panel manufactured m accordance with the method of the present invention.
Fig. 3 is a cross-sectional view of a fiber reinforced epoxy resm panel bonded to a surface of a concrete structure for reinforcing.
First, a surface of a concrete structure (80) is pretreated for the reinforcement A surface area to be reinforced and repaired is determined and the compression strength of the concrete structure is measured. The size of reinforcing panel is determined depending on the desired strength Deteriorated parts of the concrete structure are removed and the surfaces are pretreated. Corroded steel reinforcing bars are repaired if required.
Next, the fiber reinforced epoxy resm panel (1) is fixed to the surface of concrete structure (80) via an anchor bolt or a chemical anchor bolt (84) The epoxy resm panel (1) is anchored to the surface with a gap of about 2 to about 6 mm by means of spacers. Adhesive epoxy resin will be injected into the gap between the panel and the surface It is preferable that the gap between the panel and surface is as small as possible. Heads of the anchor bolts (84) are removed or covered by anchor caps to prevent corrosion. It is preferable that a distance from the anchor bolt (84) to the edge of the panel does not exceed 100 mm and a length of the anchor bolt is at least 2 to 3 times a depth of deteπorated parts. About 9 bolts are installed per 1 m2 and generally a distance between the bolts is 30 cm. Thereafter, adhesive epoxy resin (90) is injected mto the gap. Before the injection, peπpheπes of the panel (1) are sealed with a sealant which is preferably the same type as the adhesive epoxy resm. Preferably, the adhesive epoxy resm (90) has same properties as the epoxy resm constituting the epoxy resm mixture but has lower viscosity. It is preferable to examine the properties of the adhesive epoxy resm (90) and working condition by mock-up test The adhesive epoxy resm (90) is injected into the gap by an injection pressure of, e g , 0.5 to 2.5 kg/cm2. Injection process starts at a low pressure and the pressure is slowly increased in order to prevent the generation of air bubbles. This process is performed at a temperature of 5 to 30°C.
After the injection process is finished, the adhesive epoxy resm is cured for 3 days The epoxy resm panels are protected from rainwater or dirt by coveπng it with vmyl sheet or the like. Heads of anchor bolts can be removed for good appearance.
Fig. 4A shows a plan view of a comer casting panel as an application of the fiber reinforced epoxy resin product accordance with the present invention Also, Fig. 4B is a side view thereof and Fig. 4C shows the installation of the panel. A corner casting panel (100) is an article for protecting surfaces (110) of container terminal from being damaged by comer portions of container boxes. These panels (100) are arranged to support the comers of the container boxes.
These comer casting panels are manufactured by the same process as above described except that more fiber mesh layers are included and compositions of some components are different m order to increase the strength. The panels can be manufactured in various sizes such as, e.g., {420 mm X 1350 mm X 20 mm} , {420 mm X 600 mm X 20 mm} or { 1000 mm X
1350 mm X 20 mm} .
Figs. 5A to 5C show vehicle blocks manufactured by the method in accordance with the present invention. These vehicle blocks (200, 200 A, 200B) are manufactured by the same process as above described in various sizes. The vehicle blocks (200, 200A, 200B) have through holes
(212) for fixing bolts (210). Preferably, the fixing bolts (210) are more than 2 times longer than the heights of the blocks (200, 200A, 200B). The numbers of the through holes (212) can be changed depending on the length of the block. Fig. 6 is an elevation view of the installed vehicle blocks. Fig. 7 shows a cross- sectional view taken along line I-I in Fig. 6.
These vehicle blocks are manufactured by the same process as above descπbed except that the epoxy resm mixture preferably has compositions as followmgs: 10 to 30 wt% of epoxy resin, 20 to 39 wt% of silica, 30 to 68 wt% of rubbles and 0.01 to 1 wt% of reinforcing materials, and more preferably, 13.64 wt% of epoxy resin, 39.59 wt% of silica, 46.70 wt% of rubbles and
0.07 wt% of reinforcing fiber materials.
Preferably, the fiber mesh has properties as followmgs: 550 to 610 g/m2 of weight, more than or equal to 6.3 of density, more than or equal to 1,500 kg/mm2 of tensile strength and more than or equal to 1,295 kg/mm2 of bending strength. Also, the epoxy resin mixture may include inorganic mateπals having refractory and self-extinguishing characteristics, e.g., aluminum hydroxide, antimony oxide or hydro bromide.
In order to maintain the structural strength, it is preferable that the epoxy resm mixture does not include the inorganic mateπals more than 5 wt% relative to the total weight of the epoxy resm mixture. As shown m the drawings, the vehicle blocks (200, 200C) are aligned in a predetermined interval. The interval is corresponding to a width of vehicles and the vehicle blocks (200B) having inclined surface are allocated at both ends of the vehicle block line.
The vehicle blocks (200) are fixed to desired places with the bolts (210) after surfaces (300) of the places are cleaned. Next, peπpheπes of each block are sealed by sealant and then resm inlet and air outlet are formed. Thereafter, adhesive epoxy resm (220) is injected into an interface between the surface and the block for preventing permeation of water and assuπng that the blocks are firmly fixed to the surfaces. Preferably, an adhesive epoxy resm layer has a thickness of about 2 mm to 6 mm. Injection process starts at a lower pressure which is increased to higher pressure gradually and slowly m order to prevent generation of air bubbles It is preferably that the injection pressure is 0 5 to 2 5 kg/cm". The adhesive epoxy resm has the same properties as above described except that it has lower viscosity and a gel time of about 3 hours.
After the injection process, the adhesive epoxy resm is cured more than 3 hours An epoxy based pamt may be applied to the surface of the vehicle block. Above described process also can be applied to manufacture the comer casting panels.
EXAMPLES
Examples of manufactuπng the concrete reinforcing panels and vehicle blocks are described hereinafter.
Example 1
A mold having a size of 1000 mm X 1000 mm X 11 mm was prepared A release agent was applied to inner surfaces of the mold At least three layers of fiber mesh were arranged in the mold. Thereafter, an epoxy resm mixture including 30.1 wt% of epoxy resm, 0.5 wt% of cement, 69.3 wt% of silica and 0.1 wt% of chopped fibers was cast into the mold and then the mold was vibrated. After hardening process at a temperature of 60°C for 30 minutes, the epoxy resm mixture was pressurized with a load of 1,000 kg. The epoxy resin mixture was further hardened at a temperature of 80°C for 3 hours and then released from the mold. The hardened epoxy resm mixture was cured at a temperature of 25 to 30°C and a humidity of 40 to 50% for 3 days. Properties of finished epoxy resm panels were tested and a result obtained is as followmgs: TABLE 1
Figure imgf000010_0001
As shown in table 1, the compression strength and tensile strength of the fiber reinforced epoxy panel is higher than those of concrete and the bending strength is also relatively high.
It was found from the specimens cured m the water and in the air at a low temperature that the properties of the epoxy resm product in accordance with the present invention were not affected by the weather conditions such as temperature and humidity, and the peπod disposed in the water. The epoxy resin product also had strong resistance to the acids and alkalis. It was thus proved that the epoxy resm product was appropriate to use m places under severe condition such as seawater, sewage and exhaust gas of vehicles.
Example 2
A mold having a size of 800 mm X 1500 mm X 11 mm was prepared. A release agent was applied to inner surfaces of the mold. At least three layers of fiber mesh were arranged in the mold. Thereafter, an epoxy resm mixture including 23.9 wt% of epoxy resm, 1.5 wt% of cement, 74.5 wt% of silica and 0.1 wt% of chopped fibers was cast into the mold and then the mold was vibrated. After hardening process at a temperature of 60°C for 30 minutes, the epoxy resm mixture was pressuπzed with a load of 1,000 kg. The epoxy resm mixture was further hardened at a temperature of 80°C for 3 hours and then released from the mold. The hardened epoxy resin mixture was cured at a temperature of 25 to 30°C and a humidity of 40 to 50% for 3 days Properties of finished epoxy resm panels were tested and the results were substantially same as those m Table 1
Example 3
A steel mold having a size of 170 mm X 150 mm X 1000 mm was prepared A release agent, e g , 700-NC or PS- 100, was applied to inner surfaces of the mold Layers of fiber mesh were arranged m the mold Thereafter, an epoxy resin mixture including epoxy resm, silica, reinforcing fiber, rubbles, cement and inorganic mateπals was cast into the mold and then air bubbles were removed from the mold The remaining amounts of the air bobbles were below 4% The epoxy resin mixture was pressurized with a load of 800 to 1,000 kg and hardened for 1 to 3 hours and then released from the mold The hardened epoxy resm mixture was cured at a temperature of 25 to 30°C and a humidity of 40 to 50% for 24 hours The properties of the finished epoxy resm vehicle blocks were tested and a result obtained is as followmgs
TABLE 2
Figure imgf000011_0001
As shown m Table 2, the compression strength and tensile strength of fiber reinforced epoxy resin vehicle block are higher than those of concrete and the bending strength is also relatively high Also, the durability was better than that of concrete It was found from the specimens cured in the water and m the air at a low temperature that the properties of the epoxy resm product in accordance with the present invention were not affected by the weather conditions such as temperature and humidity, and the period disposed in the water The epoxy resin product also had strong resistance to the acids and alkalis It was thus proved that the epoxy resm product was appropriate to use m places under severe condition such as seawater, sewage and exhaust gas of vehicles
While the invention has been shown and descπbed with respect to the preferred embodiments, it will be understood by those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention as defined in the following claims.

Claims

1. A method for manufacturing a fiber reinforced epoxy resm product, comprising: providing a mold for the product; applying a release agent to inner surfaces of the mold; providing at least one layer of glass fiber roving cloth in the mold; casting an unhardened epoxy resm mixture in the mold; pressing the epoxy resm mixture in the mold, hardening the epoxy resm mixture in the mold under a temperature between about 20°C and about 80°C for more than 30 minutes; releasing the hardened epoxy resin mixture from the mold; and curing the hardened epoxy resin mixture under a temperature between about 20°C and 35°C for about 24 hours to form the product.
2 The method of claim 1, wherein the epoxy resm mixture includes epoxy resin, silica and reinforcing fibrous material, the reinforcing fibrous material being a mateπal selected from the group consisting of glass fiber, carbon fiber, aramid fiber and Kevlar fiber or a mixture thereof.
3. The method of claim 2, wherein the epoxy resin mixture further includes cement.
4. The method of claim 2, wherein the epoxy resm mixture further includes an inorganic material having refractory and self-extinguishmg characteristics
5. The method of claim 4, wherein the inorganic mateπal is selected from the group consisting of Aluminum hydroxide, antimony oxide and hydro bromide.
6. The method of claim 1, the method further compπsing a step of impregnating at least one layer of the glass fiber rovmg cloth with epoxy resm.
7. The method of claim 1, the method further comprising a step of removing air bubbles from the unhardened epoxy resm mixture.
8. The method of claim 7, wherein the removal of the air bubbles is performed by vibrating the mold.
9. A fiber reinforced epoxy resin product, comprising. a hardened epoxy resm mixture including epoxy resm, silica and a fibrous material, the fibrous material being a mateπal selected from the group consisting of glass fiber, carbon fiber, aramid fiber and Kevlar fiber or a mixture thereof; at least one layer of glass fiber rovmg cloth arranged parallel to each other in the hardened epoxy resm mixture.
10. A method for manufacturing a fiber reinforced epoxy resm product, comprising- providing a mold for the product; applying a release agent to inner surfaces of the mold; providing at least one layer of glass fiber in the mold; casting an unhardened epoxy resm mixture in the mold; pressing the epoxy resm mixture in the mold; hardening the epoxy resm mixture in the mold under a temperature between about 20°C and about 80°C for more than 30 minutes; releasing the hardened epoxy resm mixture from the mold; and curing the hardened epoxy resm mixture under a temperature between about 20°C and 35°C for about 24 hours to form the product.
1 1. A method for manufacturing a fiber reinforced epoxy resin panel, compπsing: providing a mold for the panel; applying a release agent to inner surfaces of the mold; providing at least three layers of glass fiber rovmg cloth in the mold; casting an unhardened epoxy resm mixture in the mold; pressing the epoxy resin mixture m the mold; hardening the epoxy resin mixture in the mold under a temperature between about 60°C and about 80°C for more than 30 minutes; releasing the hardened epoxy resin mixture from the mold; and cuπng the hardened epoxy resm mixture under a temperature between about 25°C and 30°C and a humidity between about 40% and about 50% for about three days to form the panel.
12. The method of claim 11, wherein the epoxy resin mixture includes epoxy resm, silica and reinforcing fibrous mateπal, the reinforcing fibrous material being a material selected from the group consisting of glass fiber, carbon fiber, aramid fiber and Kevlar fiber or a mixture thereof.
13. The method of claim 11, the method further comprising a step of impregnating at least one layer of the glass fiber rovmg cloth with epoxy resm.
14. A fiber reinforced epoxy resm panel, comprising. a hardened epoxy resm mixture including epoxy resin, silica and a fibrous mateπal, the fibrous mateπal being a material selected from the group consisting of glass fiber, carbon fiber, aramid fiber and Kevlar fiber or a mixture thereof; at least three layer of glass fiber roving cloth arranged parallel to each other m the hardened epoxy resm mixture.
15 A method for manufacturing a fiber reinforced epoxy resm product, comprising: providing a mold for the product; applying a release agent to inner surfaces of the mold; providing at least three layers of glass fiber roving cloth in the mold; casting an unhardened epoxy resm mixture in the mold; pressing the epoxy resm mixture in the mold; hardening the epoxy resm mixture m the mold under a temperature between about 60°C and about 80°C for about one to about three hours; releasing the hardened epoxy resm mixture from the mold; and curing the hardened epoxy resm mixture under a temperature between about 20°C and 35°C and a humidity between about 30% and about 60% for about 24 hours to form the product
16. A method of claim 15, the method further comprising a step of removing air bubbles from the unhardened epoxy resm mixture such that the amount of the air bubbles therein is maintained below about 4%.
17. A method of claim 15, wherein the epoxy resin mixture includes epoxy resin, silica, rubbles and reinforcing fibrous material, the reinforcing fibrous material being a matenal selected from the group consisting of glass fiber, carbon fiber, aramid fiber and Kevlar fiber or a mixture thereof.
18. A method of claim 17, wherein the epoxy resm mixture further includes an inorganic material having refractory and self-extmguishmg characteristics.
19. A vehicle block structure having a predetermined height, comprising: a body including a hardened epoxy resm mixture and glass fiber roving clothes, the hardened epoxy resm mixture containing epoxy resm, silica, rubbles and reinforcing fibrous material; a plurality of through holes arranged in a direction of elevation of the structure; and a plurality of bolts having a length greater than the height of the structure and being arranged in the through hole to fix the structure to a desired place.
20. A vehicle block structure of claim 19, the structure further comprising an adhesive epoxy resm layer in order to fix the structure to a desired place.
PCT/KR2000/000403 1999-04-28 2000-04-28 Fiber reinforced epoxy resin product and method for the manufacture thereof WO2000066338A1 (en)

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AU4435600A (en) 2000-11-17
CN1353637A (en) 2002-06-12
HK1047071B (en) 2007-01-12

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