KR100220562B1 - Concrete composition - Google Patents

Concrete composition Download PDF

Info

Publication number
KR100220562B1
KR100220562B1 KR1019970012275A KR19970012275A KR100220562B1 KR 100220562 B1 KR100220562 B1 KR 100220562B1 KR 1019970012275 A KR1019970012275 A KR 1019970012275A KR 19970012275 A KR19970012275 A KR 19970012275A KR 100220562 B1 KR100220562 B1 KR 100220562B1
Authority
KR
South Korea
Prior art keywords
weight ratio
reinforcement
concrete
reinforcing
preservative
Prior art date
Application number
KR1019970012275A
Other languages
Korean (ko)
Other versions
KR19980075891A (en
Inventor
진교용
Original Assignee
이상근
주식회사리폼시스템
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
Application filed by 이상근, 주식회사리폼시스템 filed Critical 이상근
Priority to KR1019970012275A priority Critical patent/KR100220562B1/en
Publication of KR19980075891A publication Critical patent/KR19980075891A/en
Application granted granted Critical
Publication of KR100220562B1 publication Critical patent/KR100220562B1/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use 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
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/26Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/50Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with inorganic materials
    • C04B41/5098Cermets
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B7/00Hydraulic cements
    • C04B7/32Aluminous cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/50Defoamers, air detrainers
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2103/00Function or property of ingredients for mortars, concrete or artificial stone
    • C04B2103/54Pigments; Dyes
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/72Repairing or restoring existing buildings or building materials

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)
  • Inorganic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

본 발명은 노출콘크리트 구조물 보수보강재(가아네트 혼인 수성아크릴폴리머몰탈및 콘크리트)에 관한 것으로, 종래에는 철근콘크리트의 토목, 건축 구조물에 콘크리트가 열화현상으로 박리, 박락되는 철근콘크리트의 손상을 보수보강할 때, 일반몰탈, 콘크리트 및 에폭시수지로 보수보강 공사를 시공하므로서, 열화된 콘크리트 구조물의 열화손상부와 부수보강부재가 일체화되지 못하여 완벽한 보수부강부를 구축할 수 없고, 특히 압축강도, 굴곡강도와 접착강도가 유지되지 못하며, 또한 접착, 방수, 도장, 콕킹의 기능을 갖는 제재를 선택하여 순서적으로 시공하는 시공상의 까다로움과 시공비가 많이 요구되는 경제적인 문제점이 컸었다. 본 발명은 종래의 상기와 같은 문제점을 해소할 수 있도록, 일반노출 보수보강용 보수보강(분체)제로 가아네트(GARNET [Mineral name;Almandine](300

Figure kpo00001
-600
Figure kpo00002
)50
Figure kpo00003
, 백색포틀랜드시멘트[White port-land cement]40
Figure kpo00004
, 알루미나시멘트[Alumina cement]10
Figure kpo00005
로 보수보강 분체(A제)를 조성하고, 보수보강혼화(에멀젼)제로 아크릴공중합체 수지에멀젼[특수Multi-functional group을 포함하는 Polyacry-late co-polymer Emulsion] 30-35
Figure kpo00006
(중량비)와, 정수된 이온수(water)65-70
Figure kpo00007
와, 경화제[Reactive surface Active Agent]0.2-0.3
Figure kpo00008
와, 소포제[Non-Silicone Deformen]0.2-0.3
Figure kpo00009
(중량비)와, 방부제(1)[In-cam Preservative]0.2
Figure kpo00010
(중량비) 및 방부제[Fungicide]0.5
Figure kpo00011
[fungicide]0.5
Figure kpo00012
(중량비)와, 향료[banana]0.1
Figure kpo00013
(중량비)와, 수성무기안료[Inorganic pigment]를 소량을 선택적으로 혼합하여 보수보강 혼화제(에멀젼)(B제)를 조성하며, 열화된 보수보강부위에 직접적으로 실링, 코킹, 충진방법으로 보수 및 보강의 시공하여 강도강화 및 방수, 방식하므로서 지상구조물(수중구조물 포함)의 보수보강부가 견고히 구축되고 보수보강구조물의 수명이 장구히 보존되며 보수보강시공의 작업성이 능률적이고 경제적인 효과도 높은 노출콘크리트 구조물 보수보강를 제공하는데 있다.The present invention relates to a repair reinforcement of exposed concrete structure (ganet mixed water-based acrylic polymer mortar and concrete), conventionally reinforce the damage of reinforced concrete that is peeled, peeled off due to deterioration of concrete to civil engineering of reinforced concrete, building structures When repair and reinforcement work is performed by general mortar, concrete and epoxy resin, deterioration damage part and deterioration reinforcement member of deteriorated concrete structure cannot be integrated, and perfect repair part can not be built, especially compressive strength, flexural strength and adhesion The strength was not maintained, and the economic problems that require a lot of construction difficulty and construction cost in order to select a material having a function of adhesion, waterproofing, painting, cocking in order. The present invention is to solve the conventional problems as described above, the general exposure maintenance reinforcement (powder) zero garnet (GARNET [Mineral name; Almandine] (300)
Figure kpo00001
-600
Figure kpo00002
50
Figure kpo00003
White port-land cement 40
Figure kpo00004
, Alumina cement 10
Figure kpo00005
To prepare a reinforcing reinforcement powder (former A), and to prepare a reinforcing reinforcing admixture (emulsion), an acrylic copolymer resin emulsion [Polyacry-late co-polymer Emulsion containing a special multi-functional group] 30-35
Figure kpo00006
(Weight ratio) and purified water 65-70
Figure kpo00007
With a hardener [Reactive surface Active Agent] 0.2-0.3
Figure kpo00008
And antifoaming agent [Non-Silicone Deformen] 0.2-0.3
Figure kpo00009
(Weight ratio) and preservative (1) [In-cam Preservative] 0.2
Figure kpo00010
(Weight ratio) and preservative [Fungicide] 0.5
Figure kpo00011
[fungicide] 0.5
Figure kpo00012
(Weight ratio) and spices [banana] 0.1
Figure kpo00013
(Weight ratio) and a small amount of an aqueous inorganic pigment [Inorganic pigment] is selectively mixed to form a reinforcing reinforcing admixture (emulsion) (product B), and repaired and repaired by sealing, caulking, and filling directly to the deteriorated reinforcing reinforcement part. The reinforcement construction of ground structures (including underwater structures) is firmly established, the lifespan of the reinforcement structures is preserved for a long time, and the workability of the reinforcement construction is efficient and economical effect is achieved. To provide reinforcement for concrete structures.

Description

노출콘크리트 구조물 보수보강재Exposed Concrete Structure Repair Reinforcement

본 발명은 노출콘크리트 구조물 보수보강재(가아네트 혼인 수성아크릴폴리머몰탈 및 콘크리트)에 관한 것으로, 특히 이러한 노출콘크리트 구조물 보수보강재는 접착성, 방수성, 광택성, 내활성, 내마모성, 탄성, 방식 및 방청, 염해방지와 고강도를 유지할 수 있으며, 이것을 시멘트콘크리트 구조물, 콘크리트블록구조물의 열화 손상부의 열화 상태에 따라 적정비율로 수복 및 도포하여 기존 열화된 콘크리트의 압축강도와 휨강도를 높이고 일체화가 될 수 있도록, 가아네트(GARNET;30

Figure kpo00014
-600
Figure kpo00015
), 백색포틀랜드시멘트[White portland cement], 알루미나시멘트[Alumina cement]의 혼합으로 조성되는 보수보강(분체)제(A제)와, 아크릴공중합체 수지에멀젼[Polyacry-late co-polymer Emulsion], 이온수(water), 경화제[Reactive surface Active Agent], 소포제[Non-Silicone Deformen], 방부제[In-cam Preservative], 방부제[fungicide], 향료[banana] 및 수성무기안료[Inorganic pigment]로 조성되는 보수보강혼화제(에멀젼)(B제)를 동일비로 혼합하여 보수보강하므로서, 지상구조물의 보강부가 견고하게 구축되어 보수, 보강 구조물의 수명을 장구히 유지 보존할 수 있게 함에 있고, 다른 목적은 아크릴수지의 사용으로 철근의 부식문제, 접착문제, 콘크리트 중성화 문제등도 해결할 수 있는 것이다.The present invention relates to an exposed concrete structure repair reinforcement (ganet mixed aqueous acrylic polymer mortar and concrete), in particular, such an exposed concrete structure repair reinforcement is adhesive, waterproof, gloss, active, abrasion resistance, elasticity, anticorrosion and rust prevention, It can prevent salt and maintain high strength, and it can be repaired and applied at an appropriate ratio according to the deterioration state of the cement concrete structure and concrete block structure to increase the compressive strength and flexural strength of the existing deteriorated concrete and integrate them. GARNET 30
Figure kpo00014
-600
Figure kpo00015
), White portland cement, alumina cement, a mixture of water reinforcement (powder) (A), an acrylic copolymer emulsion (Polyacry-late co-polymer emulsion), ionized water Reinforcing reinforcement composed of water, curing agent [Reactive surface Active Agent], antifoaming agent [Non-Silicone Deformen], preservative [In-cam Preservative], preservative [fungicide], fragrance [banana] and aqueous inorganic pigment [Inorganic pigment] The maintenance and reinforcement by mixing the admixture (emulsion) (product B) in the same ratio, so that the reinforcement part of the ground structure is firmly built, so that the life of the repair and the reinforcement structure can be maintained for long time, and the other purpose is the use of acrylic resin Corrosion problems, reinforcement problems, and concrete neutralization problems can be solved.

근래에 철근콘크리트의 토목, 건축 구조물에 콘크리트가 박리, 박락, 비정상적인 크랙 등 여러가지의 열화현상으로 콘크리트의 압축강도와 철근의 인장강도가 떨어져 철근콘크리트의 손상과 나아가 붕괴현상과 철조구조물의 부식으로 인한 철조구조물의 파손 등으로 인한 안전사고의 문제점이 신문, TV에서도 보도되어 큰 사회문제로 대두되고 있는 것이다.Recently, due to various deterioration phenomena such as exfoliation, peeling, abnormal crack of reinforced concrete, building structure, compressive strength of concrete and tensile strength of reinforcing steel are reduced, damage of reinforced concrete and furthermore, collapse of steel concrete and corrosion of steel structure The problem of safety accidents due to the destruction of steel structures has been reported in newspapers and on TV, which is becoming a big social problem.

이러한 콘크리트 열화인자, 열화현상의 요인은 콘크리트는 강알칼리성(PH=12.5)을 가지고 있어, 철근의 부식은 진행되지 않으나, 이산화탄산가스, 산성물질, 염화물질(염소이온)의 침투, 알칼리골재반응, 기상조건하의 팽창으로 인하여 콘크리트에 중성화 현상이 진행되고 철근의 부식이 진행되며 녹까지 슬게 되어 녹의 팽창으로 인해 콘크리트에 금이 가고 박리, 박락, 부식한 철근의 국부적인 노출현상 등에 의하여 철근콘크리트가 파손되고 구조물이 붕괴에 이르게 되는 것이다,The deterioration factor of concrete and the cause of deterioration are that concrete has strong alkalinity (PH = 12.5), so that corrosion of reinforcing bar does not proceed, but penetration of carbon dioxide gas, acidic substance, chloride (chlorine ion), alkali aggregate reaction , Due to swelling under the weather conditions, the concrete is neutralized, the reinforcing of the rebar proceeds, and the rust is rusted. The swelling of the rust causes the concrete to crack, peeled, fallen, and the local exposure of the corroded rebar. Is broken down and the structure collapses,

그리고, 이러한 각종 토목 및 건축을 포함하는 시멘트콘크리트의 시설구조물들이 이산화탄산가스 및 산성비의 침투에 의해 중화되면서 콘크리트의 균열현상과 철근의 부식으로 시설구조물이 약화되는 현상은 이산화탄산가스의 침투뿐 아니라, 시멘트콘크리트에 혼합되는 자갈 및 모래가 화산압의 경우에는 시멘트콘크리트의 중화현상이 가속되는 것으로 알려져 있다,In addition, as the structural structures of cement concrete including various civil engineering and construction are neutralized by the penetration of carbon dioxide gas and acid rain, the phenomenon of weakening of the structural structure due to cracking of concrete and corrosion of reinforcing steel is not only infiltration of carbon dioxide gas. In the case of the volcanic pressure of gravel and sand mixed with cement concrete, it is known that the neutralization of cement concrete is accelerated.

상기와 같은 몰탈, 콘크리트 등의 토목 건축구조물, CRC(유리섬유강화콘크리트판)의 구조물의 열화 및 부식으로 손상된 손상부를 보수보강함에 있어, 일반적으로 노출되는 콘크리트 구조물에 보수보강시공을 할 때, 일반몰탈, 콘크리트및 에폭시수지로 보수보강 공사를 시공하고 있으나, 열화된 콘크리트 구조물의 보수보강 시공을 하여도 열화손상부와 보수보강부재가 일체화되지 못하여 일정기간이 경과하면 보수보강부가 이완되어 보수보강 기능이 상실되는 문제점이 많았다,In repairing and repairing damaged parts caused by deterioration and corrosion of civil construction structures such as mortar, concrete, and CRC (glass fiber reinforced concrete plate), when repairing and reinforcing generally to exposed concrete structures, general Repair and reinforcement work is carried out with mortar, concrete and epoxy resin, but even if repair and reinforcement of deteriorated concrete structure is not integrated with deterioration damage part and repair reinforcement member, after a certain period of time, the repair and reinforcement part is relaxed and reinforcement function There were a lot of problems that are lost,

또한, 종전의 열화된 콘크리트의 보수보강물의 구체적인 예로 FRP 보수보강 조성물에는 유리섬유를 주보강재로 하는 저압성형용 열경화성 수지의 적층 성형품으로 탄성계수는 보통 플라스틱 정도로 작아서 강성이 크게 요구되는 곳은 피해야 하고, 콘크리트의 탈락방지 및 열화진행을 막기위한 콘크리트의 보호 등에는 적합하나 콘크리트와 보수보강물과 물성치가 상이하며 습한 표면에서 부착력이 떨어지는 문제점이 있는 것이고, 또한 다른 예로 무수축 그라우트 단면보강의 조성물에서는 콘크리트의 피복부족 또는 열화의 진행에 따른 콘크리트의 박리, 탈락 등에 의해, 철근이 노출된 벽체에 대해서 지금까지 보수공법으로 가장 널리 사용되고 있으며, 결합재료 시멘트계 재료를 사용하고, 경과 후 수축이 일어나지 않도록 할 수 는 있으나, 보수보강에서 요구되는 성능을 충족시키지 못하고 있다. 특히 압축강도, 굴곡강도와 보수보강재로서의 가장 중요한 구성요소인 접착강도가 유지되지 못하는 문제점이 있는 것이다,In addition, as a concrete example of the conventional reinforcing reinforcement of deteriorated concrete, FRP reinforcing reinforcement composition is a laminated molded product of a low-pressure molding thermosetting resin made of glass fiber as the main reinforcing material. It is suitable for the protection of concrete to prevent the fall of concrete and the deterioration of concrete, but the concrete and the reinforcing reinforcement and physical properties are different, and there is a problem in that the adhesion strength is inferior to a wet surface. As a result of peeling and dropping of concrete due to insufficient coating or deterioration of concrete, it is the most widely used repairing method so far for rebar exposed walls. Can be repaired It does not meet the performance requirements. In particular, there is a problem that the adhesive strength, which is the most important component as compressive strength, flexural strength and repair reinforcement, cannot be maintained.

근래에는 상기와 같은 몰타르, 콘크리트등의 토목건축물 등 콘크리트구조물의 보수보강하는 방수피막제, 투명광택 마감제, 미끄럼방지용 방활제, 실링제로 크랙보수 및 방수제, 코킹용 도막제, 강화와 방수성을 부여하도록 첨가하는 혼화제, 방활제와 방수제, 도장및 피착제, 탄성/방청/염해방지 도장제, 녹처리제 등으로 종전의 보수보강 시공에서의 문제점을 개선하는 제품이 외국에서 개시되고 있는 예를 들면 다음과 같다,Recently, water repellent coatings, transparent gloss finishes, anti-slip repellents, sealing agents, crack repairs and waterproofing agents, caulking coatings, reinforcement and waterproofing properties are added to reinforce and strengthen concrete structures such as mortar and concrete such as above. Examples of products that improve the problems in conventional reinforcement construction with admixtures, flame retardants and waterproofing agents, coating and adhering agents, elastic / rustproof / anti-rust coatings, rust treatment agents, and the like are as follows. ,

콘크리트구조물, 금속구조물의 투명광택 마감제로는 수성우레탄수지, 물매체, 습윤제, 소포제로 조성되는 일본국 공개특허공보 소화 64-9273호의 예를 들 수 있고, 콘크리트구조물의 방활제로는 골재와 수경시멘트를 함유하는 분말상의 미끄럼방지제와 아크릴계수지로 조성되는 일본국 공개특허공보 소화 64-9275호의 예를 들 수 있으며, 시멘트, 모르타르, 콘크리트, 콘크리트블록, GRC판(유리섬유강화콘크리트판)의 마감제로는 포트랜트시멘트, 산화티탄, 분말아크릴수지로 조성되며 하지마감에 앞서 도장하는 시멘트구조물 하지용 플라이머 및 시멘트구조물 하지용 플라이며 도장방법의 일본국 공개특허공보 평 1-153583호의 예를 들 수 있다.Examples of transparent gloss finishes for concrete structures and metal structures include the examples of Japanese Patent Application Laid-Open No. 64-9273, which are composed of an aqueous urethane resin, a water medium, a humectant, and an antifoaming agent. Examples of the Japanese Patent Application Laid-Open No. 64-9275, which are composed of a powdery non-slip agent and an acrylic resin, are used as a finishing agent for cement, mortar, concrete, concrete blocks, and GRC plates (glass fiber reinforced concrete plates). Cement structure underlying plasticizer and cement structure underlying plasticizer which is composed of portant cement, titanium oxide and powder acrylic resin, and is coated prior to finishing of the cement, and is an example of Japanese Patent Application Laid-Open No. 1-153583. have.

또, 접속실링, 새시의실링, 타일메지, PC판메지, 모르타르, 콘크리트보수의 실링제로는 아크릴수지, 암모니아, 산화아연, 가소알루미나로 조성되는 일본국 공개특허공보 평1-297485호의 예를 들 수 있고, 콘크리트, ALC판, 블록 등의 크랙보수 및 방수제 및 코우킹제로는 아크릴수지, 암모니아, 산화아연, 탄산칼슘, 에틸렌글리콜 모노부틸에티르로 조성되는 일본국 공개특허공보 평1-297479호의 예를 들 수 있으며, 콘크리트, 철판, 지붕등의 균열, 코우킹용 도막제로는 아크릴계수지, 소포제, 유동가습성분, 물매체, 가소제, 방부제, 안료분산제, 무기재로 조성되는 일본국 공개특허공보 평2-29467호의 예를 들 수 있다.In addition, examples of Japanese Patent Application Laid-Open No. H1-297485 made of acrylic resin, ammonia, zinc oxide, and plastic alumina are used as sealing agents for connection sealing, sealing of chassis, tile message, PC board message, mortar, and concrete repair. The crack repair and waterproofing agent and the coking agent of concrete, ALC plate, block, etc. are made of acrylic resin, ammonia, zinc oxide, calcium carbonate, ethylene glycol monobutyl ether, and the like. For example, cracks in concrete, iron plates, roofs, and coking coatings include acrylic resins, antifoaming agents, flow humidification components, water media, plasticizers, preservatives, pigment dispersants, and inorganic materials. The example of 2-29467 is mentioned.

또한, 시멘트, 콘크리트, 모르타르에 첨가하여 강화와 방수성을 부여하는 시멘트 혼화제로는 수지에멀젼, 물매체, 소포제, 방부제로 조성되는 일본국 공개특허공보 평2-30648호의 예를 들 수 있고, 내마모성이 높은 방활제와 방수제로는 에멀젼, 소포제, 에틸렌글리콜모노브틸에테르, 카르아크리계, 벤조이소티아졸린, 안료로 조성되는 일본국 공개특허공보 평2-43270호의 예를 들 수 있으며 도상재, 도벽재, 기타 도장재, 피착제로는 가아네트(Garnet)와 시멘트, 아크릴계 수성에멀젼 등의 복합수지물로 조성되는 일본국 공개특허공보 평7-764312호의 예를 들 수 있다.In addition, examples of cement admixtures added to cement, concrete, and mortar to provide reinforcement and waterproofing properties include those of Japanese Patent Application Laid-Open No. 2-30648, which is composed of a resin emulsion, a water medium, an antifoaming agent, and a preservative. Examples of high repellents and waterproofing agents include Japanese Patent Application Laid-Open No. Hei 2-43270, which is composed of emulsion, antifoaming agent, ethylene glycol monobutyl ether, caracrylic, benzoisothiazoline, and pigments. Examples of ash, other coating materials, and adherends include those disclosed in Japanese Patent Application Laid-open No. Hei 7-764312 composed of composite resins such as garnet, cement, and acrylic aqueous emulsion.

그리고, 탄성도장재, 방청 탄성도장재, 염해 방지도장제로는 아크릴계수지 수성에멀젼, 산화티탄, 산화철, 탄산칼슘으로 조성되는 일본국 공개특허공보 평7-76325(한국 특허공보 공번94-7562호)호의 예도 볼 수 있으며, 콘크리트면, 전기도금 및 도장면에 미끄럼방지용 방활제로는 가아네트, 골재 및 수경성시멘트를 함유하는 방활용분말, 아크릴계수지에멀젼으로 조성되는 일본국 공개특허 공보 평7-122047호의 예도 들 수 있는 것이다.Further, examples of the elastic coating material, the anti-rust elastic coating material, and the anti-rust coating agent include Japanese Patent Application Laid-Open No. 7-76325 (Korean Patent Publication No. 94-7562), which is composed of an acrylic resin aqueous emulsion, titanium oxide, iron oxide, and calcium carbonate. Examples of anti-slip anti-slip agents on concrete, electroplating and painted surfaces are examples of Japanese Patent Application Laid-Open No. 7-122047, which is composed of an anti-slip powder containing garnets, aggregates and hydraulic cements, and an acrylic resin emulsion. It can be.

이러한, 종전의 각종 토목 및 건축을 포함하는 몰타르 콘크리트의 시설구조물, 철물구조물, 금속구조물을 보수, 보강하는 조성물들은 구조물의 표면에 도장하는 피막성을 갖는 도장제이거나, 몰타르에 첨가하는 첨가제 및 구조물을 마감처리하는 마감제로서 시멘트콘크리트의 시설구조물에서는 표면에 형성되는 피막으로 하여금 대기중의 탄산가스의 침투를 지연시키어 고알카리성인 시멘트의 중화속도를 느리게 하므로서, 시멘트콘크리트의 시설구조물의 강도유지와 철근의 부식도 방지하여 시멘트콘크리트의 시설구조물의 수명을 보완하며, 또한 철물구조물 및 금속구조물에서도 표면에 형성되는 피막에 의해 내부식성을 부여하여 손상을 예방하는 것으로 알려져 있는 것이다,Such a composition for repairing and reinforcing facility structures, hardware structures, and metal structures of the mortar concrete including various types of civil engineering and construction, is a coating agent having a film coating property on the surface of the structure, or additives and structures added to the mortar. In the cement concrete facility structure, the film formed on the surface delays the penetration of carbonic acid gas into the atmosphere, thereby slowing down the neutralization rate of the highly alkaline cement, thereby maintaining the strength and reinforcing of the facility structure of the cement concrete. It is also known to prevent the corrosion of cement concrete to supplement the service life of cement structures, and to prevent damage by providing corrosion resistance by coatings formed on the surface of steel structures and metal structures.

그리고, 화산암의 자갈 및 모래가 사용되어 콘크리트의 열화현상이 가속되는 경우에 중화를 지연시키는 효과가 우수하다고 알려져 있으나, 이들의 조성물은 가격이 고가이고 보수보강 대상구조물의 열화상태에 따라 적정제품을 선정하고 이들 제품을 순서적으로 시공하여야 하는 시공상에 까다로움이 있어 시공비가 많이 요구되는 등 경제적인 문제점들이 큰 부담으로 안고 있는 것이다,And, it is known that the effect of delaying neutralization when the deterioration of concrete is accelerated by the use of gravel and sand of volcanic rock is excellent. However, their composition is expensive and appropriate products are selected according to the deterioration state of the structure to be repaired and reinforced. There are some difficulties in the construction that require the selection and construction of these products in order to require a lot of construction costs.

본 발명은 종전의 몰타르, 콘크리트 등의 토목건축물 등 콘크리트구조물의 보수보강의 문제점을 고려하여 보수, 보강조성물인 몰탈(에멀젼)및 콘크리트에 접착성, 방수성, 광택성, 내활성, 내마모성, 탄성, 방식 및 방청, 염해방지와 높은 압축, 신장 및 인장강도를 유지하는 토목건축, 시설구조물의 보수, 보강이 용이한 노출콘크리트 구조물 보수보강재(가아네트 혼인 수성아크릴 폴리머몰탈및 콘크리트)를 제공함에 있는 것이다.The present invention in consideration of the problems of repair and reinforcement of concrete structures, such as civil constructions such as mortar, concrete, etc., the adhesiveness, waterproofness, gloss resistance, activity resistance, wear resistance, elasticity, To provide anticorrosive and anti-corrosion, civil construction that maintains high compression, elongation and tensile strength, repair of facility structures, and reinforcement of exposed concrete structures that are easy to reinforce (GAANNET mixed aqueous acrylic polymer mortar and concrete). .

본 발명의 보수보강재(가아네트 혼인 수성아크릴 폴리머몰탈 및 콘크리트)는 보수보강할 토목, 건축 등 노출콘크리트 구조물과 경도차를 최소화 할 수 있는 가아네트[GARNET]와, 백색 포틀랜드시멘트[White portland cement]를 주재로 하는 보수보강분체(A제)와, 아크릴공중합체 수지에멀젼[Multi-functional group]을 포함하는[Poly acry-late co-polymerEmulsion]와, 정수된 이온수(water)를 주재로 하는 보수보강혼화제(에멀젼)(B제)를 1;1의 비율로 혼합하여 보수보강 구조물에 시공하므로서, 보수보강 구조물과의 이완을 줄이고 방활성을 증대시키어 보수보강부의 박탈현상을 최소화하며, 또한 백색포틀랜드시멘트를 사용하여 보수보강하는 몰타르 및 콘크리트구조물과 친화성을 높이어 접착력을 증대시키어 수명을 길게 하며, 그리고 보수보강할 시설구조물과 협조적인 친화성과 유연성 및 내수성이 우수하여 부수보강부의 수명이 반영구적으로 사용할 수 있도록 한 것이다,Repair reinforcement of the present invention (ganet mixed water-based acrylic polymer mortar and concrete) is a garnet [GARNET] and white portland cement that can minimize the hardness difference with exposed concrete structures, such as civil engineering, construction to be reinforced Reinforcing reinforcement powder mainly made of (A), [Poly acry-late co-polymer Emulsion] containing acrylic copolymer resin emulsion [Multi-functional group], and reinforcing reinforcement mainly refining water By mixing admixture (emulsion) (B agent) in the ratio of 1: 1, it is installed in the reinforcement structure, thereby reducing the relaxation with the reinforcement structure and increasing the anti-activation to minimize the deprivation of the reinforcement part, and also the white portland cement By increasing the affinity with the mortar and concrete structures to be repaired and strengthened, the adhesive force is increased to increase the lifespan, and the cooperative affinity with the facility structures to be repaired and reinforced. The flexibility and excellent water resistance would have to be used as a permanent break reinforce negative life,

본 발명의 목적을 달성하기 위하여는 우수한 접착성, 방수성, 광택성, 내활성, 내마모성, 탄성, 방식 및 방청, 염해방지가 이루어지는가 아네트(Mineral nane; Almandine]와, 백색 포틀랜드시멘트[White portland cement]와, 알루미나시멘트[Aluminacement]로 보수보강분체(A제)를 조성하고, 아크릴공중합체 수지에멀젼[특수 Multi-functionalgroup]을 포함하는 [Poly Acry-late co-polymer Emulsion]와, 정수된 물 이온수(water), 경화제[Reactive surface Active Agent], 소포제[Non-SiliconeDeformen], 방부제(1)[In-cam Preservative], 방부제(2)[Fungicide], 향료[banana], 수성무기안료[Inorganic pigment]를 소량을 선택적으로 혼합하여 보수보강혼화제(에멀젼)(B제)를 조성하며, 이렇게 조성되는 분체몰타르 및 콘크리트를 토목, 건축시설 구조물의 보수보강부에 시일링(sealing), 코우킹(caul-king)을 포함하여 충진 및 단면복구방법으로 보수보강하므로서 달성되는 것이다,In order to achieve the object of the present invention, excellent adhesion, water resistance, gloss, activity, wear resistance, elasticity, anticorrosion and rust prevention, and salt prevention is achieved (Mineral nane; Almandine) and white portland cement; And a water-reinforced powder (manufactured by A) with an alumina cement, [Poly Acry-late co-polymer Emulsion] containing an acrylic copolymer resin emulsion [special multi-functional group], and purified water ionized water ( water, hardener [Reactive surface Active Agent], antifoam [Non-Silicone Deformen], preservative (1) [In-cam Preservative], preservative (2) [Fungicide], fragrance [banana], aqueous inorganic pigment [Inorganic pigment] A small amount is selectively mixed to form a reinforcing reinforcing admixture (emulsion) (B agent), and the powder mortar and concrete thus formed are sealed and caulking to the reinforcing reinforcement part of a construction facility structure. Filling and section recovery methods, including To be achieved hameuroseo rehabilitation,

또한, 본 발명의 목적을 달성하기 위하여는 열화된 기존콘크리트를 보수보강하기 위하여는 기존 열화된 크리트의 침투하여 콘크리트에 침투되어 강도와 접착력을 높이고 방수성도 향상시키고 기존 콘크리트와 일체화시키어 기존 열화 콘크리트의 강도를 복원시키므로서 달성되는 것이다,In addition, in order to achieve the object of the present invention in order to repair and reinforce the deteriorated existing concrete to penetrate the concrete by the penetration of the existing deteriorated concrete to increase the strength and adhesion, improve the waterproofness and to integrate with the existing concrete of the existing deteriorated concrete Is achieved by restoring strength,

본 발명의 다른 목적을 달성하기 위하여는 경화시 및 경화 후에 수축성이 적어 기존 콘크리트 구조물과 확실하게 접합시킬 수 있게 경화수축이나 건조수축을 보상하는 팽창성 성분이나 발포성 성분을 적절하게 배합한 치수안정성, 기존 열화된 콘크리트와 열패창계수와 탄성계수가 가까운 물성, 내하력을 유지보존할 수 있게 방수성의 유기계 재료를 조합해 사용하는 것이 바람직하다,In order to achieve the other object of the present invention, the dimensional stability of the appropriate combination of the expandable or expandable components compensating for the curing shrinkage or dry shrinkage so as to be surely bonded to the existing concrete structure due to less shrinkage during and after curing It is preferable to use a combination of deteriorated concrete and a waterproof organic material to maintain and maintain close physical properties and load-bearing strength.

본 발명의 또다른 목적을 달성하기 위하여는 토목, 건축구조물의 보수보강재로 보수보강공법상에서 일체성, 충진성의 확보이고 주입성, 고유동성, 무수축성 및 구체와 일체화시킬 수 있도록 기존콘크리트와 보수보강로 보수, 보강을 시행한 후 내수성, 내약품성, 내후수성이 강한 제품으로 표면을 마감시키는 보수보강의 시공공법과 콘크리트 표면에 콘크리트수성 침투성 강화제 및 수성침투성탄성방수제를 도포하여 콘크리트의 공극코킹 및 침수에 의한 콘크리트 열화 및 크랙 발생과 부식을 예방하는 보수보강의 시공공법에 의해 보수보강부를 장기적으로 유지보존할 수 있게 된다.In order to achieve the another object of the present invention, the reinforcement materials of civil engineering and building structures, to ensure the integrity and filling properties in the reinforcement reinforcement method, and the existing concrete and reinforcement to be integrated with the injection, high fluidity, non-shrinkage and sphere After repair and reinforcement of the furnace, the construction method of repair reinforcement which finishes the surface with the product which is strong in water resistance, chemical resistance and water resistance, and the concrete air permeability reinforcement and water impermeable elastic waterproofing agent are applied to the concrete surface, and the air gap caulking and flooding The maintenance reinforcement part can be maintained and preserved for a long time by the construction method of reinforcement reinforcement which prevents concrete deterioration, crack generation and corrosion by

다음 본 발명을 실시예에 의해 구체적으로 설명하면 다음과 같다.Next, the present invention will be described in detail with reference to Examples.

본 발명에서 지상의 토목, 건축시설 구조물 보수보강재의 조성은 골재로의 경도가 높고 300

Figure kpo00016
-600
Figure kpo00017
의 경질 가아네트(GARNET [Mineral mane; Almandine])와 초기강도가 높은 백색포틀랜드시멘트[White portland cement]와 경화기능이 우수한 알루미나시멘트로 조성되는 보수보강(분체)A제 와, 접착 및 압축/휨강도를 높이는 아크릴공중합체 수지에멀젼[특수Multi-functional group]을 포함하는 [Poly acry-late co-polymer Emulsion]과 정수된 이온수, 수지와 물의 분산기능을 높이는 경화제[Reactive surface Active Agent], 보수보강 혼합물의 결합기능을 향상시키는 소포제[Non-Silicone Deformen], 보수보강 혼합물 및 보수보강부 구조물의 변질예방기능을 갖는 방부제(1)[In-cam Preservative], 방부제(2)[Fungicide], 향료, 수성안료로 조성되는 보수보강혼화제(에멀젼;B제)로 이루어지는 것으로, 배합작업이 손쉽고 유동성은 8∼23까지 자유자재로 가능하고 뛰어난 시공성, 조강성 및 강력한 접착효과로 특히, 압축강도와 굴곡강도가 높고 부착성이 뛰어나고 콘크리트의 기본조건인 알칼리성 PH12∼13의 수성재료와 동질재료로서 보수보강구체(구조물)와 보수보강재의 접착력도 상당히 우수하며, 더욱 종전에 보수보강 조성물은 지상의 토목, 건축구조물을 보수보강을 할 때 접착매체인 도료나 플라이머를 도장한 후에 보수, 보강충진인 콘크리트를 시공하여야 하던 작업성의 불편을 해소할 수 있는 것이다,In the present invention, the composition of ground civil engineering, building facility structure reinforcing reinforcement has a high hardness to aggregate 300
Figure kpo00016
-600
Figure kpo00017
Reinforcing reinforcement (powder) A composed of GARNET [Mineral mane (Almandine)], high initial strength white portland cement and alumina cement with excellent hardening function, adhesion and compressive / bending strength [Poly acry-late co-polymer Emulsion] containing acrylic copolymer resin emulsion [special multi-functional group] to increase the efficiency of the purified ionized water, curing agent [Reactive surface active agent] to improve the dispersion function of resin and water, reinforcement mixture Anti-foaming agent (Non-Silicone Deformen) to improve the binding function of the preservative, preservative mixture and preservatives with alteration prevention function of the reinforcement structure (1) [In-cam Preservative], preservative (2) [Fungicide], fragrance, aqueous Consisting of reinforcing reinforcing admixture (emulsion; made of B), which is composed of pigments, it is easy to mix and fluidity is freely available from 8 to 23. In particular, it has excellent workability, roughness and strong adhesive effect. It has high strength and flexural strength, excellent adhesion, and is an aqueous material and homogeneous material of alkaline PH12 ~ 13, which is the basic condition of concrete, and also has excellent adhesion between repair reinforcement structure (structure) and repair reinforcement material. It is possible to solve the inconvenience of work that had to construct concrete for repair and reinforcement filling after painting paint or primer as adhesive medium when repairing and reinforcing civil engineering and building structure.

본 발명에서 일반노출 보수보강 구조물의 보수보강(분체)A제 경우에는 가아네트(GARNET [Mineral name; Almandine](30

Figure kpo00018
-600
Figure kpo00019
)50
Figure kpo00020
와, 백색포틀랜드시멘트[White portland cement]40
Figure kpo00021
와, 알루미나시멘트[Alumina cement]10
Figure kpo00022
를 혼합하여 보수보강분체(A제)를 조성하며 실시예는 다음과 같다,In the present invention, in the case of reinforcement reinforcement (powder) agent of the general exposure reinforcement structure, the garnet (GARNET [Mineral name; Almandine] (30)
Figure kpo00018
-600
Figure kpo00019
50
Figure kpo00020
White portland cement 40
Figure kpo00021
With alumina cement 10
Figure kpo00022
Mixing to form a reinforcing reinforcement powder (A agent) and the embodiment is as follows,

[실시예 1]Example 1

Figure kpo00023
Figure kpo00023

상기의 실시예 1과 같이 보수보강(분체)A제의 혼합물로 사용되는 가아네트(GARNET [Mineral name; Almandine])(300

Figure kpo00024
-600
Figure kpo00025
)의 혼합비가 50(중량비)이상 초과시에는 압축강도는 증가하는 반면 휨강도는 저하되는 결합이 있으며, 또한 혼합비가 50
Figure kpo00027
이하일 경우에는 건조수축이 심하여 타설 및 도포시에 구조물 표면에 크렉(균열)이 발생되어 보수보강부의 물성저하 원인을 장기간의 실험결과에 의해 발견하였고, 백색 포틀랜드시멘트[White portland cement]40
Figure kpo00028
및 알루미나시멘트[Aluminacement]의 혼합비가 10
Figure kpo00029
(중량비)이상 초과시에는 고온에서 응결시간이 빨라지고 혼합비가 10
Figure kpo00030
이하의 경우에는 경화 초기강도를 증가시키는 역할이 저조하게 되어 보수보강부의 물성저하 원인을 장기간의 실험결과에 의해 발견하였다.GARNET [Mineral name; Almandine] (300) used as a mixture of water reinforcement (powder) agent as in Example 1 above (300)
Figure kpo00024
-600
Figure kpo00025
) The mixing ratio is 50 If it exceeds (weight ratio), the compressive strength increases while the bending strength decreases, and the mixing ratio is 50.
Figure kpo00027
In the following cases, the dry shrinkage was severe and cracks were generated on the surface of the structure during pouring and application, and the cause of the degradation of the reinforcement part was found by long-term experiment results. White portland cement
Figure kpo00028
And the mixing ratio of the alumina cement [Aluminacement] is 10
Figure kpo00029
If it exceeds (weight ratio) or more, the condensation time is accelerated at high temperature and the mixing ratio is 10.
Figure kpo00030
In the following cases, the role of increasing the initial hardening strength was poor, and the cause of the degradation of physical properties of the repair reinforcement part was found by long-term experimental results.

또한, 본 발명에서 일반노출 보수보강혼화제(에멀젼;B제)의 경우에는 보수보강용 혼합물의 접착기능과 압축/휨강도를 증대시키는 아크릴공중합체 수지에멀젼[Multi-functional group]을 포함하는 [Poly acry-late co-polymer Emulsion] 30-35

Figure kpo00031
, 정수된 이온수(water)15-62
Figure kpo00032
, 수지와 물의 분산기능으로 사용되는 경화제[Reactivesur face Active Agent]0.01-0.1
Figure kpo00033
, 보강보수 혼합물의 결합기능이 높아지는 소포제[Non-SiliconeDeformen]0.02-2.0
Figure kpo00034
, 보수보강 혼합물 및 보수보강 구조물의 변질을 예방하는 방부제(1)[In-cam Preservative] 방부제(2)[Fungicide] 0.05-2.5
Figure kpo00035
, 향료[banana]0.1-0.5
Figure kpo00036
, 수성무기안료[Inorganic pigment]의 선택적
Figure kpo00037
를 혼합하여 보수보강혼화제(에멀젼)B제를 조성하며 실시예는 다음과 같다,In addition, in the present invention, in the case of the general exposure repair reinforcing admixture (emulsion; B) [Poly acry containing an acrylic copolymer resin emulsion [Multi-functional group] to increase the adhesive function and compression / bending strength of the repair reinforcing mixture -late co-polymer Emulsion] 30-35
Figure kpo00031
Purified water, 15-62
Figure kpo00032
Curing agent used as a dispersion function of resin and water [Reactivesur face Active Agent] 0.01-0.1
Figure kpo00033
Antifoaming Agent [Non-SiliconeDeformen] 0.02-2.0
Figure kpo00034
Preservatives (1) [In-cam Preservative] preservatives (2) [Fungicide] 0.05-2.5
Figure kpo00035
, Spices [banana] 0.1-0.5
Figure kpo00036
, Selective of Inorganic Pigment
Figure kpo00037
To prepare a reinforcing reinforcing admixture (emulsion) B agent and the embodiment is as follows.

[실시예 2]Example 2

Figure kpo00038
Figure kpo00038

상기의 실시예 2와 같이 보수보강혼화(에멀젼)B제의 혼합물로 사용되는 아크릴공중합체 수지에멀젼[(혼화제) Multi-functional group을 포함하는 Polyacry late co-polymer Emulsion] 30-35

Figure kpo00039
(중량비)와, 이온수(water)65-70
Figure kpo00040
로 혼합하는 것은 다시 말하면 고형분(Solide)을 30-35
Figure kpo00041
(중량비)로 사용하는 것으로, 고형분이 30-35
Figure kpo00042
이상 초과하는 경우에는 혼합재료의 방수성능은 향상되나 압축강도와 휨강도는 떨어지게 되며, 반대로 고형분이 30-35
Figure kpo00043
이하의 경우에는 압축강도 및 휨강도가 저하되는 동시에 보수보강부와 피구조물과의 접착력이 크게 저하되어 보수보강의 큰 문제점이 되는 것을 장기간의 실험결과에 의해 발견하였고, 경화제[Reactive surface Active Agent] 아크릴수지와 물과의 분산용도로 사용되며 혼합비0.2
Figure kpo00044
이하일 경우에는 아크릴수지와 물의 분산효과가 낮아지고 혼합비 0.3
Figure kpo00045
이상 초과시에는 혼합재로의 물성(압축강도,휨강도)이 떨어지는 것을 장기간의 실험결과에 의해 발견하였으며, 소포제[Non-Si licone Deformen] 재료혼합시에 기포억제와 혼합재로 결합용도로 사용되며, 혼합비 0.2 이하일 경우에는 혼합재료 혼합시에 기포가 많이 발생되어 물성(압축강도, 휨강도)이 떨어지고 혼합비 0.3
Figure kpo00046
이상 초과시에는 아크릴수지, 시멘트.골재의 완전결합에 영향을 미치어 보수보강부의 물성(압축강도, 휨강도)이 떨어짐을 장기간의 실험결과에 의해 발견하였으며, 방부제(1)[In-cam Preservative]는 혼합조성물의 변질예방용으로 사용되며 혼합비 0.2
Figure kpo00047
(중량비)이상 초과시에는 재료혼합시 물성저하의 원인이 되고 미달시에는 방부제역활이 저조하여 재료의 장기간보관이 불가능하고, 방부제(2)[Fungicide]는 보수보강부의 보존용으로 사용되며 혼합비 0.5
Figure kpo00048
(중량비)이상 초과시에는 재료혼합시 물성저하 요인이 되고, 미달시에는 시공된 습윤보수보강부에 곰팡이 등이 발생되는 것을 장기간의 실험결과에 의해 발견하였다.Acrylic copolymer resin emulsion [polyacry late co-polymer Emulsion containing a (functional admixture) Multi-functional group] used as a mixture of the maintenance-reinforced admixture (emulsion) B as in Example 2 above 30-35
Figure kpo00039
(Weight ratio) and ionized water (water) 65-70
Figure kpo00040
Mixing with ie 30-35 solids
Figure kpo00041
Solid content is 30-35 by using in (weight ratio)
Figure kpo00042
In the case of exceeding the above, the waterproof performance of the mixed material is improved, but the compressive strength and the flexural strength are decreased, whereas the solid content is 30-35.
Figure kpo00043
In the following cases, the compressive strength and flexural strength were lowered, and the adhesion between the repaired reinforcement and the structure was greatly reduced, which was a major problem of the repaired reinforcement. Used for dispersing resin and water, mixing ratio 0.2
Figure kpo00044
If less, the dispersion effect of acrylic resin and water is lowered and the mixing ratio 0.3
Figure kpo00045
In case of exceeding the above condition, the physical properties (compressive strength and bending strength) of the mixture were found to be inferior by long-term experimental results. When mixing the antifoaming agent [Non-Si licone Deformen] material, it was used as the bubble suppressing agent and the mixing purpose, and the mixing ratio 0.2 In the case of the following, a lot of bubbles are generated during mixing of the mixed materials, and thus the physical properties (compressive strength and flexural strength) decrease, and the mixing ratio 0.3
Figure kpo00046
When the abnormality is exceeded, the physical properties (compressive strength and flexural strength) of the repair reinforcement part are lowered due to the effect of perfect bonding of acrylic resin, cement and aggregate, and the preservative (1) [In-cam Preservative] Used for prevention of alteration of mixed composition
Figure kpo00047
If it exceeds (weight ratio) or more, it may cause the property deterioration when mixing the material, and if it is less than the preservative, the preservative role is poor and the long term storage of the material is impossible. The preservative (2) [Fungicide] is used for preservation of reinforcing and reinforcing part.
Figure kpo00048
When it exceeds (weight ratio) or more, it is found that it becomes a factor of deterioration of physical properties when mixing the material, and when it is short, mold or the like occurs in the wet repair reinforcement part constructed by long-term experimental results.

이와 같이 조성되는 콘크리트 구조물의 보수보강 분체(A제)와 수성에멀젼계인 보수보강 혼화제(B제)제를 1:1로 혼합하여 사용하는 2등 성분형 가아네트 혼입 수성아크릴 폴리머이며, 수성 알카리성으로 콘크리트의 공극을 메워줌으로써 물의 침입을 차단하여 중성화의 진행을 억제 성상을 구비하며, 열화된 부분에 침투하여 경화 접착하므로 열화된 콘크리트 구체를 강화함과 동시에 높은 방수기능과 중성화 방지에 높은 효과를 지니고 있어 등유, 각종 기계유, 식물성유가 스며든 콘크리트 표면에도 높은 접착력을 갖고 있으므로 신, 구콘크리트 접착프라이머로도 사용이 효과적이고, 방청효과가 높다.It is a water-soluble acrylic polymer containing a two-component type garnet that uses a 1: 1 mixture of the reinforcing reinforcement powder (manufacturer A) and the reinforcing reinforcement admixture (manufacturer B) which is an aqueous emulsion. By filling the pores of concrete, it prevents the ingress of water and suppresses the progress of neutralization.It penetrates into the deteriorated part and harden and adheres, thereby strengthening the deteriorated concrete sphere and at the same time having a high waterproof function and high anti-neutralization effect. As it has high adhesion to concrete surfaces impregnated with kerosene, various machine oils and vegetable oils, it is effective to use as new and old concrete primers, and it has high antirust effect.

또한, 조성물의 구성요소인 백색 포틀랜드 시멘트는 수경성이고 보통 포틀랜드 시멘트보다 입자가 미세하여 밀도가 높고 초기 강도가 높아 콘크리트 구조물의 보수, 보강에 높은 효과를 발휘하며, 또한 색상이 순백색으로 착색이 용이하여 우수한 미장성의 효과를 발휘한다.In addition, the white Portland cement, which is a component of the composition, is hydraulic and has finer particles than ordinary Portland cement, and thus has a high density and initial strength, so that it has a high effect on repair and reinforcement of concrete structures, and the color is easy to be colored in pure white. Demonstrates excellent plastering effect.

이상에서와 같이 본 발명은 다리를 포함하는 토목구조, 빌딩, 공장, 주택을 포함하는 건축구조의 시멘트구조물, 콘크리트구조물, 콘크리트블록구조, 철물구조물 등의 균열, 손상, 누수부를 접착성, 방수성, 내활성, 내마모성, 탄성, 방식 및 방청, 염해방지와 고강도를 유지하며 시공여건이 용이하도록 가아네트(Garnet), 백색시멘트, 규사, 자갈, 수성폴리머에멀젼 등으로 콘크리트를 조성하여 보수보강부에 직접적으로 실링(sealing), 코킹(caulking)을 포함하여 충진방법으로 보수 및 보강의 시공할 수 있게 하여 강도강화 및 방수시키므로서 지상구조물의 보수보강부가 견고하게 구축되어 보수보강구조물의 수명을 장구히 보존되는 등의 작업성 및 경제적인 효과를 얻는 유용한 발명인 것이다,As described above, the present invention is a cement structure, a concrete structure, a concrete block structure, a structural structure including a building, a building, a factory, and a housing including a bridge, such as cracks, damages, leaks, adhesives, waterproofness, Resistant to the reinforcement part by constructing concrete with garnet, white cement, silica sand, gravel, water-based polymer emulsion, etc. to maintain the activity, wear resistance, elasticity, anticorrosion, rust prevention, high strength and easy construction conditions. It is possible to repair and reinforce by the filling method including sealing, caulking, etc., strengthening and waterproofing, so that the reinforcing reinforcement of the ground structure is firmly built, thus preserving the life of the reinforcing reinforcement structure for a long time. It is a useful invention to obtain workability and economic effects such as being,

이상 본 발명의 그 일시예를 설명하였으나, 본 발명은 이에 국한되지 않고 특허청구범위에 기재된 범위에서 변경이 가능할 것이다.Although the date of the present invention has been described above, the present invention is not limited thereto, and may be modified within the scope of the claims.

Claims (3)

가아네트[Mineral name; Almandine](300
Figure kpo00049
-600
Figure kpo00050
)50
Figure kpo00051
(중량비), 백색 포틀랜드시멘트[White portland cement]40
Figure kpo00052
(중량비), 알루미나시멘트[Alumina cement]10
Figure kpo00053
(중량비)로 혼합되어 조성되는 보수보강분체(A제)와, 아크릴공중합체 수지에멀젼[특수 Multi-functional group]을 포함하는 [Poly acry-late co-polymer Emulsion] 30-35
Figure kpo00054
(중량비), 정수된 이온수(water)65-70
Figure kpo00055
, 경화제[Reactivesurface Active Agent]0.2-0.3
Figure kpo00056
(중량비), 소포제[Non-Silicone Deformen]0.2-0.3
Figure kpo00057
(중량비), 방부제(1)[In-cam Preservative]0.2
Figure kpo00058
(중량비) 및 방부제(2)[Fungicide]0.5
Figure kpo00059
, 향료[banana]0.1
Figure kpo00060
(중량비)와, 선택적으로 혼합시킬 수도 있는 수성무기안료[Inorganic pigment]로 조성되는 에멀젼상의 보수보강혼화제(B제)와, 상기의 보수보강분체(A제)1:보수보강혼화제(B제)1의 비율로 혼합하여 보수보강 대상구조물에 직접적으로 도포를 포함하는 코킹 및 타설하여 시공할 수 있는 노출콘크리트 구조물 보수보강재.
Garnet [Mineral name; Almandine] (300
Figure kpo00049
-600
Figure kpo00050
50
Figure kpo00051
(Weight ratio), White portland cement [40]
Figure kpo00052
(Weight ratio), Alumina cement [Alumina cement] 10
Figure kpo00053
[Poly acry-late co-polymer Emulsion] comprising a water-reinforced powder (manufactured by A) and an acrylic copolymer resin emulsion [special multi-functional group], which are mixed and mixed in a (weight ratio) 30-35
Figure kpo00054
(Weight ratio), purified water 65-70
Figure kpo00055
, Hardener [Reactivesurface Active Agent] 0.2-0.3
Figure kpo00056
(Weight ratio), antifoaming agent [Non-Silicone Deformen] 0.2-0.3
Figure kpo00057
(Weight ratio), Preservative (1) [In-cam Preservative] 0.2
Figure kpo00058
(Weight ratio) and preservative (2) [Fungicide] 0.5
Figure kpo00059
, Spices [banana] 0.1
Figure kpo00060
(Weight ratio), an emulsion-reinforced admixture (former B) composed of an aqueous inorganic pigment [Inorganic pigment] which can be optionally mixed, and the aforementioned reinforcement admixture (product A) 1: repair-reinforced admixture (product B) Exposed reinforcement for exposed concrete structures that can be installed by caulking and placing, including the application directly to the structure to be repaired by mixing at a ratio of 1.
제1항에 있어서, 가아네트[Mineral name; Almandine](300
Figure kpo00061
-600
Figure kpo00062
)50
Figure kpo00063
(중량비)와, 백색 포틀랜드시멘트[White portland cement]40
Figure kpo00064
(중량비)와, 알루미나시멘트[Alumina cement]10
Figure kpo00065
(중량비)를 혼합되어 조성되는 보수보강분체(A제)를 특징으로 하는 노출콘크리트 구조물 보수보강재.
According to claim 1, Garanets [Mineral name; Almandine] (300
Figure kpo00061
-600
Figure kpo00062
50
Figure kpo00063
(Weight ratio) and White portland cement [White portland cement] 40
Figure kpo00064
(Weight ratio) and alumina cement [Alumina cement] 10
Figure kpo00065
An exposed concrete structure repairing reinforcement material comprising a repairing reinforcing powder (manufactured by A), which is prepared by mixing (weight ratio).
제1항에 있어서, 아크릴공중합체 수지에멀젼[특수Multi-functionalgroup]을 포함하는 [Polyacry luteco-polymerEmulsion]30-35
Figure kpo00066
(중량비)와, 정수된 이온수(water)65-70
Figure kpo00067
와, 경화제[ReactivesurfaceActiveAgent]0.2-0.3
Figure kpo00068
(중량비)와, 소포제[Non-SiliconeDeformen]0.2-0.3
Figure kpo00069
(중량비)와, 방부제(1)[In-camPreservative]0.2
Figure kpo00070
(중량비) 및 방부제(2)[Fungicide]0.5
Figure kpo00071
(중량비)와, 향료[banana]0.1
Figure kpo00072
(중량비)와, 선택적으로 소량을 혼합할 수 있는 수성무기안료[Inorganic pigment]로 조성되는 에멀젼상의 보수보강혼화제(B제)를 특징으로 하는 노출콘크리트 구조물 보수보강재.
[Polyacry luteco-polymerEmulsion] according to claim 1, comprising an acrylic copolymer resin emulsion [special multi-functional group].
Figure kpo00066
(Weight ratio) and purified water 65-70
Figure kpo00067
With curing agent [ReactivesurfaceActiveAgent] 0.2-0.3
Figure kpo00068
(Weight ratio) and antifoaming agent [Non-Silicone Deformen] 0.2-0.3
Figure kpo00069
(Weight ratio) and preservative (1) [In-camPreservative] 0.2
Figure kpo00070
(Weight ratio) and preservative (2) [Fungicide] 0.5
Figure kpo00071
(Weight ratio) and spices [banana] 0.1
Figure kpo00072
A maintenance-reinforcing material for an exposed concrete structure, characterized in that the weight-reduction ratio and the water-reinforcing admixture (part B) formed of an aqueous inorganic pigment [Inorganic pigment] which can optionally be mixed in small amounts.
KR1019970012275A 1997-04-03 1997-04-03 Concrete composition KR100220562B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019970012275A KR100220562B1 (en) 1997-04-03 1997-04-03 Concrete composition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019970012275A KR100220562B1 (en) 1997-04-03 1997-04-03 Concrete composition

Publications (2)

Publication Number Publication Date
KR19980075891A KR19980075891A (en) 1998-11-16
KR100220562B1 true KR100220562B1 (en) 1999-09-15

Family

ID=19501865

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019970012275A KR100220562B1 (en) 1997-04-03 1997-04-03 Concrete composition

Country Status (1)

Country Link
KR (1) KR100220562B1 (en)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020041856A (en) * 2000-11-29 2002-06-05 성재갑 Leveling Material for Cement Floor and the Method for the Construction thereof
KR100843309B1 (en) 2007-02-28 2008-07-03 한양대학교 산학협력단 Concrete reinforcement material
KR100900078B1 (en) * 2008-09-11 2009-05-28 주식회사 보광시스템 The anti-fire floor composition and working method using thereof
KR101180060B1 (en) 2011-12-26 2012-09-04 (주)청우산업개발 Reinforcement compound for concrete structure
KR101219922B1 (en) 2011-04-21 2013-01-09 온누리케이1방수(주) Inorganic waterproof coating material for parking place's floor
CN103466994A (en) * 2013-09-22 2013-12-25 常州工程职业技术学院 Additive for self-leveling bedding mortar and wear-resistant floor mortar and preparation method thereof
KR101616103B1 (en) 2015-09-23 2016-04-27 주식회사 이콘스 Excellent salt stress and frost stress and chemically resistant concrete repair materials, and method for repairing concrete structure using this same
KR102065674B1 (en) * 2019-06-28 2020-01-14 우리건설 주식회사 Mortar composition for preventing deterioration and repairing of concrete structure and repairing method using the same
KR102266502B1 (en) * 2020-12-17 2021-06-16 황선영 Concrete section repair and reinforcement method
KR20230066158A (en) 2021-11-05 2023-05-15 박경열 Exposed concrete structure repair and reinforcement composition

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100424956B1 (en) * 2001-05-14 2004-03-30 최규림 reparing method of exposed concrete using make-up layer contained color pigment
KR100405079B1 (en) * 2001-06-05 2003-11-10 김순연 Finishing method of industrial exposure concrete floor
KR100468445B1 (en) * 2001-12-14 2005-01-31 주식회사 길건축사사무소 Manufacturing process of inorganic paint composition for contain aromatic
KR100467907B1 (en) * 2001-12-14 2005-01-26 주식회사 아인종합건축사사무소 Manufacturing process of inorganic paint composition
KR100863713B1 (en) * 2007-07-30 2008-10-15 지에스건설 주식회사 A composition for inhibiting and rust-converting concrete corrosion and process thereof
KR102038406B1 (en) 2019-05-27 2019-10-30 김종옥 Repair and Reinforcement Method of Concrete Structure

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020041856A (en) * 2000-11-29 2002-06-05 성재갑 Leveling Material for Cement Floor and the Method for the Construction thereof
KR100843309B1 (en) 2007-02-28 2008-07-03 한양대학교 산학협력단 Concrete reinforcement material
KR100900078B1 (en) * 2008-09-11 2009-05-28 주식회사 보광시스템 The anti-fire floor composition and working method using thereof
KR101219922B1 (en) 2011-04-21 2013-01-09 온누리케이1방수(주) Inorganic waterproof coating material for parking place's floor
KR101180060B1 (en) 2011-12-26 2012-09-04 (주)청우산업개발 Reinforcement compound for concrete structure
CN103466994A (en) * 2013-09-22 2013-12-25 常州工程职业技术学院 Additive for self-leveling bedding mortar and wear-resistant floor mortar and preparation method thereof
KR101616103B1 (en) 2015-09-23 2016-04-27 주식회사 이콘스 Excellent salt stress and frost stress and chemically resistant concrete repair materials, and method for repairing concrete structure using this same
KR102065674B1 (en) * 2019-06-28 2020-01-14 우리건설 주식회사 Mortar composition for preventing deterioration and repairing of concrete structure and repairing method using the same
KR102266502B1 (en) * 2020-12-17 2021-06-16 황선영 Concrete section repair and reinforcement method
KR20230066158A (en) 2021-11-05 2023-05-15 박경열 Exposed concrete structure repair and reinforcement composition

Also Published As

Publication number Publication date
KR19980075891A (en) 1998-11-16

Similar Documents

Publication Publication Date Title
KR100220562B1 (en) Concrete composition
KR101035904B1 (en) Paint Composition Including Nano-Ceramic and Polymer Resin Against Neutralization and Salt Damage of Concrete and Method for Waterproof and Anticorrosion Using the Same
KR101637987B1 (en) Patching repair material and repairing method of deteriorated reinforced concrete structures
KR101978636B1 (en) Repairing and reinforcing method of crack and damage part for concrete structure
KR101807104B1 (en) Versatile eco-friendly finishing composition for coating surface and coating method for coating surface of concrete structure therewith
KR102164414B1 (en) Repair and reinforcement mortar with improved salt-resistance, Repair and reinforcement materials containing the same and Method of repair and reinforcement of concrete structure using the same
KR102193762B1 (en) Composite Repair Method for Concrete Structures Using Fast Drying Filling Repair Materials
KR101213063B1 (en) Repair method for restoring the deteriorated cross-section of reinforced concrete structures
KR100743029B1 (en) Renewal and reform of durability method for detriorated steel reinforced concrete
KR101551842B1 (en) Method for Repairing Deteriorate Parts in Concrete Using Mortar
KR101482976B1 (en) Permeability Primer for Repairing Alkali of Concrete Structure and Method for Repairing the Same Thereof
KR101858036B1 (en) A waterproof coating composition for wet coating excellent in chemical resistance, comprising a ceramic-based network-structured resin mixture, and a method of applying the waterproof coating composition
KR100671981B1 (en) For elastic coefficient regulation risiscon and concrete structure repair / reinforcement construction method using this
KR101136838B1 (en) Coating material for protecting corrosion of marine steel pile
Ashcroft Industrial polymer applications: Essential chemistry and technology
KR101646235B1 (en) Repairing method for cross-section restoration of concrete structures
KR100220563B1 (en) Waterproofing barrier material for the repairing and reinforcement of concrete constructions in water
KR19980075893A (en) Repair and reinforcement method of civil and building concrete structures
KR101007193B1 (en) the construction method of concrete surface's reinforce
KR102189148B1 (en) Method for protecting surface of concrete structure
KR100706678B1 (en) Concrete structure section repair / reinforcement method of construction using risiscon panel and this
KR102051586B1 (en) Paint composition for waterproof, anticorrosion and reinforcement including ceramic, fiber and polymer resin, and method for surface protection, repair and reinforcement using the same
KR100475514B1 (en) The concrete surface reinforcement
KR20010100040A (en) Renewal and reform method for detrioration area at exposured reinforced steel concrete
KR20210041869A (en) Bondability improving agent for rapid hardening repair and reinforcement mortar, Rapid hardening repair and reinforcement mortar using the same and Method of repair and reinforcement of concrete structure using the same

Legal Events

Date Code Title Description
A201 Request for examination
N231 Notification of change of applicant
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20120625

Year of fee payment: 14

FPAY Annual fee payment

Payment date: 20130625

Year of fee payment: 15

FPAY Annual fee payment

Payment date: 20141222

Year of fee payment: 16

FPAY Annual fee payment

Payment date: 20151222

Year of fee payment: 17

LAPS Lapse due to unpaid annual fee