WO2001060914A1 - Preparation de resine composite - Google Patents
Preparation de resine composite Download PDFInfo
- Publication number
- WO2001060914A1 WO2001060914A1 PCT/JP2001/001166 JP0101166W WO0160914A1 WO 2001060914 A1 WO2001060914 A1 WO 2001060914A1 JP 0101166 W JP0101166 W JP 0101166W WO 0160914 A1 WO0160914 A1 WO 0160914A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- weight
- resin
- parts
- resin composition
- oxide
- Prior art date
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/28—Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/281—Polyepoxides
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/00482—Coating or impregnation materials
- C04B2111/00543—Coating or impregnation materials for wet surfaces
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/20—Resistance against chemical, physical or biological attack
- C04B2111/27—Water resistance, i.e. waterproof or water-repellent materials
Definitions
- epoxy resin-based or acrylic resin-based resin compositions containing silica sand, sand, and the like have been mainly used.
- Conventional acrylic resin mortars have problems in terms of adhesive strength, compressive strength, bending strength, or the complexity of preparation for painting. For example, in the case of concrete, especially new concrete, the curing period after casting is long, and it is necessary to sufficiently dry the moisture contained in the concrete, and strong adhesion and hardening could not be achieved.
- acryl-based resin compositions often cannot be applied satisfactorily if they are damp during use. Furthermore, they had strong odor and toxicity, and had many problems in construction safety. There are many problems with the conventional resin composition in terms of water penetration, water absorption, freezing and thawing, roughness coefficient, and the like, and none of them can sufficiently cope with preventing corrosion of iron, preventing deterioration of concrete, and waterproofing.
- the invention of claim 1 is a composite resin composition
- a composite resin composition comprising at least a powder aggregate, a hydraulic material, an epoxy-based synthetic resin material, and a resin curing material.
- the epoxy synthetic resin material and the resin curing material are mixed at a predetermined ratio.
- the composite resin composition of the present invention is a resin made by mixing a powder aggregate, a hydraulic material, an epoxy-based synthetic resin material, and a resin curing material. This is a composite resin composition that is suitable for use with epoxy resin.After mixing the powder aggregate and the hydraulic material without adding water, the epoxy synthetic resin material and the resin curing material are agitated at a predetermined ratio when used, It is mixed with powder (mixture of powdered aggregate and hydraulic material).
- hydraulic cement is preferable, for example, white cement, portland cement, fly ash cement, silica cement, alumina cement, fly cement Ash cement, slag cement, blast furnace cement, early-strength cement, low-heat cement, and mixed cement are used. Particularly, those having the following composition expressed as an oxide are preferable.
- a hydraulic material powdered limestone, powdered gypsum, powdered dry clay and the like are used in addition to the cement. Silicon dioxide (S ⁇ o 2) 1 0 ⁇ 50 % by weight
- a modified epoxy resin is used as the epoxy-based synthetic resin material.
- a BP A-type epoxy resin and a Feed-A epoxy resin are preferable, and a mercaptan, an aliphatic polyamine, a polyamide, an alicyclic amine, an aromatic polyamine, Polymers such as polyphenol, vinyl novolak, and DPP nopolak, copolymers, and copolymer resins with other copolymerizable monomers are used.
- This epoxy-based synthetic resin material modifies phenol-based epoxy resin and cures it.
- agent (agent B) in the following mixing ratio
- Amido acid salt SWR 11 50 to 280 parts by weight Talc (YUCC-2) 20 to 320 parts by weight
- talc is a bulking agent.
- Aminic acid salts and amic acid salts have a function of curing an epoxy resin. Therefore, it is separated into the A agent and the B agent as described above, and the A resin and the B agent are mixed at the time of use, that is, immediately before application and filling, and the epoxy resin is cured. .
- only one of the amate and the amidate may be mixed, and instead of these materials, another material that cures the epoxy resin may be mixed.
- Epoxy-based synthetic resin consists of a combination of two materials with the above composition, Agent A and Agent B.
- the method for preparing the composite resin composition of the present invention a method for preparing a water-curable coating material will be described as an example.
- the bulking material such as talc
- the powder and the powder are weighed and mixed at a weight ratio of A: B-1: 1.
- the basic color in this example is white. If a different color is to be provided, only the agent A will be pigmented and colored. At this time, It is colored in consideration of mixing.
- the stirring time is 3 minutes, but it is done while observing the viscous state, that is, dripping.
- additives such as an emulsifier, a colorant, and an antifoaming agent can be added as necessary.
- powder aggregate, cement, aggregate cement, and glass (crystal) powder can be used in an increased amount and mixed, and the powder aggregate and cement can be made into a powder mixture in advance. I can put it.
- Garnet microcrystals 0.25 to 1.0 weight ratio It is preferable to mix the powder aggregate with the hydraulic cement in a weight ratio of 0.4 to 2.4.
- Modified epoxy resin was 0. 7 kg ⁇ 4 k g used for 1 kg (cement + garnet), composite resin composition is prepared by mixing.
- Hydraulic cement 26.0 to 78.0 parts by weight
- Agent A Agent B: mixed at a weight ratio of 1: 1. Test results of various physical properties of the composite resin composition obtained by mixing the above components are as follows. (2) Physical properties
- the coating did not swell, crack, or soften and elute even when immersed in a saturated aqueous solution of calcium hydroxide for 60 days.
- the maximum load to breaking, the breaking load, and the bending strength were measured by applying a load.
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Civil Engineering (AREA)
- Inorganic Chemistry (AREA)
- Paints Or Removers (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Epoxy Resins (AREA)
Abstract
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU32336/01A AU3233601A (en) | 2000-02-19 | 2001-02-19 | Composite resin composition |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000-105662 | 2000-02-19 | ||
JP2000105662A JP2001233941A (ja) | 2000-02-19 | 2000-02-19 | 複合樹脂組成物 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2001060914A1 true WO2001060914A1 (fr) | 2001-08-23 |
Family
ID=18618964
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2001/001166 WO2001060914A1 (fr) | 2000-02-19 | 2001-02-19 | Preparation de resine composite |
Country Status (3)
Country | Link |
---|---|
JP (1) | JP2001233941A (fr) |
AU (1) | AU3233601A (fr) |
WO (1) | WO2001060914A1 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006085390A1 (fr) * | 2005-02-09 | 2006-08-17 | Tomio Otani | Tuyau pour utilisation comme tuyau d'eau ou assimile |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100816518B1 (ko) | 2007-06-22 | 2008-03-24 | 주식회사 하남방수 | 수용성 에폭시 침투 방수 조성물 및 이를 이용한 콘크리트구조물 보수공법 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01316596A (ja) * | 1988-06-13 | 1989-12-21 | Showa Denko Kk | 耐食モルタルライニング管 |
JPH03131667A (ja) * | 1989-10-16 | 1991-06-05 | Shinpo Hachirou | 複合樹脂組成物 |
JPH09132485A (ja) * | 1995-11-13 | 1997-05-20 | Ohbayashi Corp | 防食ライニングの施工方法 |
JP2000063626A (ja) * | 1998-08-21 | 2000-02-29 | Toyo Kakoki Kk | 樹脂組成物 |
-
2000
- 2000-02-19 JP JP2000105662A patent/JP2001233941A/ja active Pending
-
2001
- 2001-02-19 AU AU32336/01A patent/AU3233601A/en not_active Withdrawn
- 2001-02-19 WO PCT/JP2001/001166 patent/WO2001060914A1/fr not_active Application Discontinuation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH01316596A (ja) * | 1988-06-13 | 1989-12-21 | Showa Denko Kk | 耐食モルタルライニング管 |
JPH03131667A (ja) * | 1989-10-16 | 1991-06-05 | Shinpo Hachirou | 複合樹脂組成物 |
JPH09132485A (ja) * | 1995-11-13 | 1997-05-20 | Ohbayashi Corp | 防食ライニングの施工方法 |
JP2000063626A (ja) * | 1998-08-21 | 2000-02-29 | Toyo Kakoki Kk | 樹脂組成物 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006085390A1 (fr) * | 2005-02-09 | 2006-08-17 | Tomio Otani | Tuyau pour utilisation comme tuyau d'eau ou assimile |
Also Published As
Publication number | Publication date |
---|---|
AU3233601A (en) | 2001-08-27 |
JP2001233941A (ja) | 2001-08-28 |
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