KR20190051207A - Composition of mortar powder for sewage treatment plant with amine derivatives and ionic reactions - Google Patents
Composition of mortar powder for sewage treatment plant with amine derivatives and ionic reactions Download PDFInfo
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- 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
- C04B28/14—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 calcium sulfate cements
- C04B28/16—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 calcium sulfate cements containing anhydrite, e.g. Keene's cement
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- 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
- C04B14/10—Clay
- C04B14/106—Kaolin
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- 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
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/141—Slags
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- 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
- C04B24/12—Nitrogen containing compounds organic derivatives of hydrazine
- C04B24/123—Amino-carboxylic acids
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- 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
- C04B7/00—Hydraulic cements
- C04B7/02—Portland cement
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- 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
- C04B7/00—Hydraulic cements
- C04B7/32—Aluminous cements
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- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/0068—Ingredients with a function or property not provided for elsewhere in C04B2103/00
- C04B2103/0087—Ion-exchanging agents
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- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/10—Accelerators; Activators
- C04B2103/12—Set accelerators
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- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/34—Flow improvers
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- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/44—Thickening, gelling or viscosity increasing agents
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- 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
- C04B2111/72—Repairing or restoring existing buildings or building materials
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Abstract
Description
본 발명은 하수시설의 열화현상을 보수하는 데에 적용하는 모르타르 조성물에 관한 것으로, 특히 상기 모르타르 조성물에 아민유도체 및 이온교환수지를 혼입하여 열화요인의 제거 효율을 증대함으로써 철근 콘크리트 구조물의 수명을 연장하고 유지보수비용을 절감할 수 있도록 한 아민유도체 및 이온교환수지를 이용한 하수시설 보수용 내황산 모르타르 분체 조성물에 관한 것이다.The present invention relates to a mortar composition to be applied to repair deterioration phenomenon of a sewage facility. In particular, the lifetime of a reinforced concrete structure is extended by incorporating an amine derivative and an ion exchange resin into the mortar composition, The present invention relates to a mortar powder composition for repairing a sewage system using an amine derivative and an ion exchange resin.
일반적으로, 토목 및 건축분야에서 각종 철근 콘크리트 구조물은 외부적인 환경 요인의 복합적인 영향으로 인해 부식이나 중성화나 동해나 염해와 같은 각종 열화 현상이 진행되며, 이로 인해 상기 콘크리트 구조물 자체의 내하력 및 내구성의 저하는 물론 안전성이 떨어져서 수명이 저하된다.Generally, various reinforcing concrete structures in the civil engineering and construction fields are subjected to various deterioration phenomena such as corrosion, neutralization, corrosion or corrosion due to the combined effect of external environmental factors, and thereby the load bearing capacity and durability of the concrete structure itself Decreases as well as safety and lowers the service life.
특히, 현대사회는 인구가 증가하고 급속히 발달하여 도시의 거대화가 진행됨에 따라 상하수도와 같은 도시 형성에 필수적인 콘크리트 구조물 형태를 갖는 사회기반시설의 증대는 물론 유지관리가 요구되고 있다.Especially, as the population grows and rapidly develops and the urbanization becomes bigger, modern society is required to increase and maintain the infrastructure of the concrete structure, which is essential for the formation of cities such as water and sewage.
상기 콘크리트 구조물은 40년의 수명을 산정하고 있지만, 이는 건축구조물에서의 열화현상을 기반으로 산정된 결과이며, 하수도와 같은 밀폐되고 유해가스의 농도가 높은 하수시설의 경우 열화요인들에 더해 황산염 침식의 영향으로 인한 하수암거의 열화현상이 극심한 것으로 알려져 있다. Although the concrete structure estimates the life of 40 years, it is a result based on the deterioration phenomenon in the building structure. In case of the sewage facility having a high concentration of the closed and harmful gas such as the sewage, in addition to the deterioration factors, It is known that the deterioration phenomenon of the sewage culverts is extreme.
상기 하수시설의 특성상 하수암거의 교체는 대규모의 토목공사가 필수적으로 수반되며, 상기 하수암거의 교체과정에서 주변 시설의 사용 중지에 따른 경제적 손실이 발생함으로써, 상기 하수암거의 교체가 아닌 유지보수에 대한 관심이 높아지고 있으며, 상기 하수암거에 대한 적절한 유지관리를 실시하지 않을 경우 장기적으로 누적된 손상에 의해 하수 누수에 따른 환경오염이나 지반 불안정으로 인한 지반침하 등의 안전성에 심각한 문제를 야기할 수 있다.Due to the nature of the sewage system, the replacement of sewage culverts is accompanied by a large-scale civil engineering work. In the process of replacing the sewage culverts, there is an economic loss due to the suspension of use of the surrounding facilities. If the maintenance of the sewage culvert is not carried out properly, it may lead to serious problems in the safety such as subsidence due to environmental pollution due to sewage leakage or ground instability due to accumulated damage in the long term .
미국이나 유럽 등 선진 외국에서는 2차 세계대전 이후 건설된 시설물의 노후화로 인해 유지관리 비용이 전체 예산의 40~50％를 차지하는 등 유지관리비용이 증대하고 있으며, 유지관리에 관한 인식이 높은 이유로 인해 기술개발이 활발히 이루어지고 있다. 국내의 경우 1970~80년대에 사회기반시설이 집중적으로 건설되어 준공 후 30년 이상 된 노후화된 사회기반시설이 큰 비중을 차지하여 노후화가 심화되고 이에 따른 유지보수 예산이 점점 증가하고 있다. In advanced countries such as the United States and Europe, maintenance costs are increasing, for example, due to the deterioration of facilities built after the Second World War and maintenance costs account for 40 to 50% of the total budget. Technology development is actively being done. In Korea, the aged society infrastructure facilities, which have been constructed over 30 years since the construction of the infrastructure in the 1970s and 1980s, have been heavily weighted, and the aging has intensified and the maintenance budget has increased accordingly.
더욱이, 국내 건설시장은 유지보수보다는 신규사업에 집중되어 기술개발이 부족하며, 특히 하수도 시설의 경우 국민의 보건 및 위생확보 측면에서 파급효과가 매우 큰 사업임에도 지하매설물이라는 특수성으로 인해 도로나 교량과 같은 가시적인 사회기반시설보다는 우선순위에서 뒤처져 있다.In addition, the domestic construction market is focused on new business rather than maintenance, and technological development is lacking. Especially, in case of sewage facilities, it is a project that has a great effect on public health and hygiene. It lags behind the same visible infrastructure as priorities.
게다가, 상기 콘크리트 구조물의 열화방지와 관련된 대부분의 연구들을 살펴보면, 기존 기술의 하수관거, 하수암거 등의 보수 모르타르는 폴리머계 성분을 혼입하여 황산염의 콘크리트 침투를 방지하거나, 또는 고로슬래그나 플라이애시 등 포졸란 반응을 기반으로 한 소재를 혼입하여 황산염 침식을 방지하는 내용으로 모두 1차원적 차단 기술에 불과하여 연구가 절실하다.In addition, most studies related to the prevention of deterioration of the concrete structure are as follows. The existing mortar of repairing sewage, sewage, etc. is mixed with a polymer component to prevent the penetration of concrete in the sulfate, or the pozzolan It is a one-dimensional barrier technology that prevents the erosion of sulfate by incorporating reaction-based materials. Research is urgently required.
특히, 상기 콘크리트 하수시설 구조에서는 일반 열화 요인에 더하여 황산염 침식이 발생하기 때문에 기존의 단순 차단 기술로는 유해이온의 침투가 누적되거나, 침투저항성을 손실할 경우, 콘크리트의 내구성 저하가 발생하기 때문에 구조물의 열화를 예방 및 유지관리 하는데 어려움이 있다.Particularly, in the above-mentioned concrete sewage structure, sulfate attack occurs in addition to general deterioration factors. Therefore, when the penetration of harmful ions is cumulative or the penetration resistance is lost by the conventional simple blocking technique, the durability of the concrete is lowered. It is difficult to prevent and maintain deterioration of the apparatus.
따라서, 상기 콘크리트 하수암거와 같은 밀폐되고 유해가스의 농도가 높은 환경에서 발생하는 각종 열화요인(황산이온, 염화이온, 탄산이온)을 억제할 수 있는 모르타르 조성물의 확보가 절실한 실정이다.Therefore, it is inevitable to secure a mortar composition capable of suppressing various deterioration factors (sulfate ion, chloride ion, carbonate ion) generated in an environment where the concentration of harmful gas is high, such as the concrete sewage culvert.
이에, 본 발명은 상기한 문제점을 해결하기 위한 것으로서, 상기 모르타르 조성물에 아민유도체 및 이온교환수지를 혼입하여 열화요인의 제거 효율을 증대함으로써 철근 콘크리트 구조물의 수명을 연장하고 유지보수비용을 절감할 수 있도록 한 아민유도체 및 이온교환수지를 이용한 하수시설 보수용 내황산 모르타르 분체 조성물을 제공하는 데에 그 목적이 있다.SUMMARY OF THE INVENTION Accordingly, the present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to provide a mortar composition which can improve the lifetime of a reinforced concrete structure and reduce maintenance costs by enhancing removal efficiency of deterioration factors by incorporating an amine derivative and an ion- And to provide a powdery manganese sulfate mortar composition for repairing a sewage system using an amine derivative and an ion exchange resin.
상기한 목적을 달성하기 위한 본 발명은; 모르타르 조성물 100 중량부에 대하여, 시멘트결합제 22~30중량부, 강도보강제 15.5~20.5중량부, 성능개선제 0.33~0.5중량부, 이온저감제 2.8~4.5중량부, 규사 48~52중량부를 포함하며,According to an aspect of the present invention, 22 to 30 parts by weight of a cement binder, 15 to 20.5 parts by weight of an intensifier, 0.33 to 0.5 parts by weight of a performance improving agent, 2.8 to 4.5 parts by weight of an ionic reducing agent, and 48 to 52 parts by weight of silica sand, based on 100 parts by weight of a mortar composition,
상기 시멘트결합제는 포틀랜드 시멘트 10~15 중량부, 칼슘알루미네이트시멘트 8~10 중량부, 무수석고 4~5 중량부를 포함하고,Wherein the cement binder comprises 10 to 15 parts by weight of Portland cement, 8 to 10 parts by weight of calcium aluminate cement and 4 to 5 parts by weight of anhydrous gypsum,
상기 강도보강제는 메타카올린 1.5~2.5 중량부, 고로슬래그 10~13 중량부, 플라이애시 4~5 중량부를 포함하고, Wherein the strength reinforcing agent comprises 1.5 to 2.5 parts by weight of meta-kaolin, 10 to 13 parts by weight of blast furnace slag, and 4 to 5 parts by weight of fly ash,
상기 성능개선제는 증점제 0.02~0.03 중량부, 응결촉진제 0.01~0.02 중량부, 유동화제 0.2~0.25 중량부, 소포제 0.1~0.2 중량부를 포함하고,Wherein the performance improving agent comprises 0.02 to 0.03 parts by weight of a thickener, 0.01 to 0.02 parts by weight of a condensation accelerator, 0.2 to 0.25 parts by weight of a fluidizing agent, and 0.1 to 0.2 parts by weight of a defoaming agent,
상기 이온저감제는 분말수지 1.5~2.0 중량부, 이온교환수지 1.0~2.0 중량부, 아민유도체 0.3~0.5 중량부를 포함한다.The ion reducing agent includes 1.5 to 2.0 parts by weight of a powder resin, 1.0 to 2.0 parts by weight of an ion exchange resin, and 0.3 to 0.5 parts by weight of an amine derivative.
이상과 같이, 본 발명은 적어도 다음의 효과를 제공한다.INDUSTRIAL APPLICABILITY As described above, the present invention provides at least the following effects.
첫째, 상기 모르타르 조성물에 혼입된 아민유도체 및 이온교환수지를 이용하여 황산이온과 같은 열화요인의 침투를 차단함으로써, 상기 구조물내의 철근을 보호함은 물론 기반시설 확보 및 유지관리가 용이하다.First, the permeation of deterioration factors such as sulfate ions is prevented by using the amine derivative and the ion exchange resin incorporated in the mortar composition, thereby protecting the reinforcing bars in the structure and facilitating the maintenance and maintenance of the infrastructure.
즉, 상기 모르타르 조성물에 의해 상기 구조물에 서식 및 증식하는 미생물의 생성을 원천적으로 차단함으로써, 상기 열화요인에 의한 구조물 부식이나 열화가 방지되어 상기 콘크리트 구조물의 수명이 연장된다.That is, the mortar composition essentially blocks generation of microorganisms in the form and proliferation of the structure, thereby preventing corrosion or deterioration of the structure due to the deterioration factor, thereby prolonging the life of the concrete structure.
둘째, 상기 모르타르 조성물에 의해 상기 구조물의 빠른 유지 및 보수가 가능해짐으로써, 상기 구조물의 사용기간이 연장됨은 물론 상기 구조물의 유지보수에 소요되는 비용을 절감할 수 있어 매우 경제적이다.Second, since the structure can be quickly maintained and repaired by the mortar composition, the service life of the structure can be prolonged, and the cost for maintenance and repair of the structure can be reduced, which is very economical.
셋째, 상기 모르타르 조성물에 강도보강제 및 유동화제를 혼입함으로서 상기 구조물의 휨강도나 압축강도와 같은 물리적 특성 및 구조물 보수에 있어 시공 성능을 향상시키며, 상기 증점제 및 응결촉진제에 의해 구조물과의 부착성능이 향상되어 수명이 연장된다.Third, by incorporating the strength reinforcing agent and the fluidizing agent into the mortar composition, the physical properties such as the bending strength and the compressive strength of the structure and the construction performance in the repair of the structure are improved, and the adhesion performance with the structure is improved by the thickener and the condensation promoter So that the life span is prolonged.
넷째, 상기 모르타르 조성물에 재유화형 분말수지를 혼입함으로서 상기 구조물의 초기 강도 향상의 증대는 물론 상기 구조물의 내부구조를 더욱 더 치밀하게 유지하여 상기 구조물의 내구성이 더욱 향상된다. Fourth, by incorporating the re-melting type powder resin into the mortar composition, the initial strength of the structure is not only increased but also the durability of the structure is further improved by keeping the internal structure of the structure more densely.
따라서, 상기 모르타르 조성물에 혼입된 아민유도체와 이온교환수지로 인해, 상기 황산이온과 같은 열화요인의 침투가 차단되거나 침투저항성이 향상되어 상기 하수암거의 유지보수 및 관리가 용이해진다.Therefore, the penetration of deterioration factors such as sulfate ions is blocked or the penetration resistance is improved owing to the amine derivative and the ion exchange resin mixed in the mortar composition, so that the maintenance and management of the sewage culvert can be facilitated.
이하, 본 발명에 따른 실시 예를 설명한다.Hereinafter, embodiments according to the present invention will be described.
본 발명은 모르타르 조성물 100 중량부에 대하여, 시멘트결합제 22~30 중량부, 강도보강제 15.5~20.5 중량부, 성능개선제 0.33~0.5 중량부, 이온저감제 2.8~4.5 중량부, 규사 48~52 중량부를 포함하며, 특히 상기 시멘트결합제는 포틀랜드 시멘트와 칼슘알루미네이트시멘트와 무수석고를 포함하고, 상기 강도보강제는 메타카올린과 고로슬래그와 플라이애시를 포함하고, 상기 성능개선제는 증점제와 응결촉진제와 유동화제와 소포제를 포함하고, 상기 이온저감제는 분말수지와 이온교환수지와 아민유도체를 포함한다.The present invention relates to a mortar composition comprising 22 to 30 parts by weight of a cement binder, 15.5 to 20.5 parts by weight of a strength reinforcing agent, 0.33 to 0.5 parts by weight of a performance improving agent, 2.8 to 4.5 parts by weight of an ionic reducing agent, Wherein said cement binder comprises Portland cement, calcium aluminate cement and anhydrous gypsum, said strength reinforcement comprising meta kaolin, blast furnace slag and fly ash, said performance improver comprising a thickener, a coagulation promoter, a fluidizing agent, And the ionic reducing agent includes a powder resin, an ion exchange resin and an amine derivative.
먼저, 본 실시예에 따른 모르타르 조성물은 시멘트결합제와 강도보강제와 성능개선제와 규사를 포함하며, 특히 상기 모르타르 조성물에 상기 이온저감제를 더 포함하여 상기 콘크리트 구조물의 열화요인(황산이온, 염화이온, 탄산이온 등)의 생성을 차단하는 것에 특징이 있음을 첨언한다.First, the mortar composition according to the present invention includes a cement binder, an strength enhancer, a performance improver, and silica sand, and particularly includes the ionic reducing agent in the mortar composition, thereby deteriorating the deterioration factors of the concrete structure (sulfate ion, chloride ion, Carbonate ion and the like) is blocked.
이때, 본 실시예에서는 상기 모르타르 조성물이 시멘트결합제와 강도보강제와 성능개선제와 이온저감제와 규사로 구분하였으나, 발명자에 따라 조성물을 다르게 구분하거나 한정할 수 있음은 당연하다.In this embodiment, the mortar composition is classified into a cement binder, an intensifier, a performance improver, an ion reducing agent and silica sand, but it is natural that the composition may be classified or limited depending on the inventor.
특히, 본 실시예에 따른 모르타르 조성물 상기 모르타르 조성물 100 중량부에 대하여, 35~45 중량부의 물과 혼합되며, 상기 아민유도체 및 상기 이온교환수지는 분체 또는 물에 혼입하여 사용함이 바람직하다.In particular, the mortar composition according to the present embodiment is preferably mixed with 35 to 45 parts by weight of water relative to 100 parts by weight of the mortar composition, and the amine derivative and the ion exchange resin are mixed and used in powder or water.
이하, 상기 모르타르 조성물의 각 구성요소를 설명한다.Hereinafter, each component of the mortar composition will be described.
여기서, 상기 포틀랜드 시멘트는 상기 모르타르 조성물의 기본 재료로 널리 이용되는 공지기술이므로 자세한 설명은 생략하고, 상기 모르타르 조성물 100 중량부에 대하여 10~15 중량부 포함함이 바람직하다.Here, the portland cement is a well-known technology widely used as a base material of the mortar composition, and hence it is preferable that the Portland cement is included in an amount of 10-15 parts by weight based on 100 parts by weight of the mortar composition.
그리고, 상기 칼슘알루미네이트시멘트는 상기 모르타르 조성물의 저온에서도 안정된 강도발현을 위해 혼입한 시멘트의 한 종류로서, 상기 모르타르 조성물 100 중량부에 대하여 8~10 중량부 포함함이 바람직하다.The calcium aluminate cement is a kind of cement incorporated for stable strength development of the mortar composition at a low temperature, and it is preferably 8 to 10 parts by weight based on 100 parts by weight of the mortar composition.
그리고, 상기 무수석고는 상기 시멘트의 강도 발현을 위하여 사용되는 통상적인 자극제로서 분말형태의 천연무수석고가 바람직하며, 상기 모르타르 조성물 100 중량부에 대하여 4~5 중량부를 혼입하였다.The anhydrous gypsum is preferably a natural anhydrous gypsum powder in the form of powder, and is used in an amount of 4 to 5 parts by weight based on 100 parts by weight of the mortar composition.
상기 무수석고의 함량이 상기 모르타르 조성물 100 중량부에 대하여 4 중량부 미만일 경우 고로슬래그와의 반응성이 저하되어 초기 강도 발현에 문제가 생길 수 있고, 5 중량부를 초과할 경우 고로슬래그와 반응하지 못한 여분의 생성물이 응집 상태로 존재하여 강도 발현에 문제가 있다.If the amount of the gypsum anhydride is less than 4 parts by weight based on 100 parts by weight of the mortar composition, the reactivity with the blast furnace slag may be lowered to cause problems in the initial strength development. If the blending amount exceeds 5 parts by weight, Is present in a flocculated state, and there is a problem in strength development.
그리고, 상기 메타카올린은 상기 모르타르 조성물의 조기강도를 높이는 역할을 수행하는 것으로서, 포졸란 반응으로 모르타르의 조기 강도 발현을 유도하며, 모르타르 조성물의 압축강도 및 내구성을 향상시킨다.The meta-kaolin enhances the early strength of the mortar composition, induces the early strength development of the mortar by the pozzolanic reaction, and improves the compressive strength and durability of the mortar composition.
상기 메타카올린의 함량이 상기 모르타르 조성물 100 중량부 대하여, 1.5 중량부 미만일 경우 모르타르 조성물의 점도가 저하되었고, 2.5 중량부를 초과할 경우 상기 모르타르 조성물의 조기 강도가 상승하였다.When the content of meta-kaolin is less than 1.5 parts by weight based on 100 parts by weight of the mortar composition, the viscosity of the mortar composition is lowered. When the content of the meta kaolin exceeds 2.5 parts by weight, the early strength of the mortar composition is increased.
그리고, 상기 고로슬래그는 상기 모르타르의 조기강도를 높이는 역할을 수행하는 것으로서, 평균 직경 약 6㎛가 되도록 분쇄하는 경우 상기 시멘트의 충진율을 높이는 특징이 있으며, 상기 모르타르 조성물 100 중량부에 대하여 10~13 중량부를 혼입하는 경우 충진율이 매우 우수하였다.The blast furnace slag has a function of increasing the early strength of the mortar and is characterized by increasing the filling rate of the cement when crushed to an average diameter of about 6 mu m, When the weight part was incorporated, the filling rate was very good.
그리고, 상기 플라이애시는 조기 포졸란 반응성이 뛰어나고 입자형상이 구형이어서 모르타르의 유동성 및 점도를 향상하는 것으로서, 상기 모르타르 조성물 100 중량부에 대하여 4~5 중량부를 혼입하는 경우 유동성을 증대 효율이 우수하여 그 함량비를 4~5 중량부로 한정하였다.The fly ash is excellent in early pozzolanic reactivity and has a spherical shape to improve the flowability and viscosity of the mortar. When 4-5 parts by weight of the fly ash is added to 100 parts by weight of the mortar composition, The content ratio is limited to 4 to 5 parts by weight.
그리고, 상기 증점제는 상기 모르타르 조성물의 손실이 없도록 점착력 및 응집력을 증대하는 것으로서, 20±5℃의 온도범위에서 2,500~3,500mPa.s의 점도를 갖는 메틸셀룰로오스 계열이 바람직하다.The thickener enhances adhesion and cohesion so that there is no loss of the mortar composition, and is preferably a methylcellulose series having a viscosity of 2,500 to 3,500 mPa · s at a temperature of 20 ± 5 ° C.
상기 증점제는 상기 모르타르 조성물의 점착력 및 응집력을 증대하지만 유동성을 저하하는 단점이 있으므로 상기 모르타르 조성물 100 중량부에 대하여 0.02~0.03 중량부로 한정하여 혼입하였다.The thickener increases the adhesion and cohesion of the mortar composition but deteriorates the flowability. Therefore, the thickener is limited to 0.02 to 0.03 part by weight based on 100 parts by weight of the mortar composition.
그리고, 상기 응결촉진제는 상기 모르타르 조성물의 경화과정에서 응결을 촉진하는 혼화제로서, 상기 응결촉진제로서 리튬카보네이트가 바람직하지만, 그 밖에도 칼슘염, 염화물, 황산염, 수산화칼륨, 수산화나트륨, 탄산염, 포름산, 리튬카보네이트 중에서 선택된 1종 이상을 이용할 수도 있다.The above-mentioned condensation accelerator is an admixture for accelerating the condensation in the curing process of the mortar composition. The condensation accelerator is preferably lithium carbonate. In addition, calcium carbonate, chloride, sulfate, potassium hydroxide, sodium hydroxide, carbonate, formic acid, lithium Carbonates may be used.
상기 응결촉진제의 함량은 응결시간 및 강도발현 시간을 고려하여, 상기 모르타르 조성물 100 중량부에 대하여 0.01~0.02 중량부를 혼입하였다.The content of the condensation accelerator was 0.01 to 0.02 part by weight based on 100 parts by weight of the mortar composition, taking into consideration the setting time and the strength development time.
그리고, 상기 분말수지는 상기 모르타르 수화물 사이에 수지막을 형성하는 것으로서, 상기 모르타르의 모세공극을 메워주어 치밀성 및 부착 강도를 증가시키며, 재유화형 분말수지를 혼입함이 바람직하다.Preferably, the powdered resin forms a resin film between the mortar hydrates and increases the compactness and adhesion strength by filling the capillary voids of the mortar, and incorporates the re-oiled powdered resin.
상기 분말수지의 함량은 상기 모르타르 조성물 100 중량부에 대하여 1.5~2 중량부를 혼입하는 경우, 상기 모르타르의 모세공급을 충실히 메워주어 수지막을 충실히 수행함을 알 수 있었다.It was found that when the amount of the powdered resin is 1.5 to 2 parts by weight based on 100 parts by weight of the mortar composition, the mortar is completely filled with the capillary feed to faithfully perform the resin film.
상기 분말수지로는 폴리(스티렌-다이비닐벤젠), 폴리스티렌, 폴리술폰, 폴리이서술폰, 폴리아미드, 폴리에스테르, 폴리이미드, 폴리에테르, 폴리에틸렌, 폴리테트라플루오로에틸렌, 폴리글리시딜메타크릴레이트에서 선택되는 어느 하나 또는 둘 이상의 혼합물을 사용함이 바람직하다.Examples of the powder resin include poly (styrene-divinylbenzene), polystyrene, polysulfone, polyisocyanurate, polyamide, polyester, polyimide, polyether, polyethylene, polytetrafluoroethylene, polyglycidyl methacrylate Or a mixture of two or more thereof.
그리고, 상기 이온교환수지는 상기 콘크리트 구조물의 열화요인 즉, 황산이온이나 염화이온이나 탄산이온 등을 이온교환을 통해 제거하는 것으로서, 상기 열화요인의 누출로 인한 수밀성 및 강도저하를 방지한다.The ion exchange resin removes the deterioration factor of the concrete structure, that is, sulfate ion, chloride ion, carbonic acid ion, or the like through ion exchange, thereby preventing the water tightness and strength from being deteriorated due to leakage of the deterioration factor.
상기 이온교환수지는 상기 열화요인의 제어효과로 수처리 분야에서 정수용 소재로 활용되고 있으며, 폴리스티렌과 디비닐벤젠의 공중합체로 구성되어 300~1000 ㎛의 입도분포를 갖는 강염기성 음이온교환수지가 바람직하다.The ion exchange resin is utilized as a water purification material in the field of water treatment due to the control effect of the deterioration factor and is preferably a strongly basic anion exchange resin composed of a copolymer of polystyrene and divinylbenzene and having a particle size distribution of 300 to 1000 탆 .
상기 이온교환수지의 함량은 상기 모르타르 조성물 100 중량부에 대하여 1.0~2.0 중량부를 혼입하는 경우, 상기 콘크리트 구조물에 잔존하는 열화요인을 충분히 제거함을 알 수 있었다.It was found that the content of the ion exchange resin sufficiently removed the deterioration factors remaining in the concrete structure when 1.0 to 2.0 parts by weight of the ion exchange resin was incorporated into 100 parts by weight of the mortar composition.
그리고, 아민유도체는 모르타르의 작업성의 개선을 주목적으로 혼합하는 것으로서, 상기 모르타르 입자의 균일한 분산을 유도하며, 상기 모르타르 조성물 100 중량부에 대하여 0.3~0.5 중량부를 혼입함이 바람직하다.The amine derivative is mainly mixed with improving the workability of the mortar, and it is preferable to induce uniform dispersion of the mortar particles and to mix 0.3 to 0.5 parts by weight with respect to 100 parts by weight of the mortar composition.
상기 아민유도체의 함량이 상기 모르타르 조성물 100 중량부에 대하여 0.3 중량부 미만인 경우 부착강도 및 초기 강도상승을 기대할 수 없고, 0.5중량부 초과하는 경우 작업성이 저하되는 문제점이 있다.When the content of the amine derivative is less than 0.3 parts by weight based on 100 parts by weight of the mortar composition, the adhesion strength and the initial strength increase can not be expected, and when the amount is more than 0.5 parts by weight, the workability is deteriorated.
상기 아민유도체로는 액상의 아민카르복실과 디메틸에탄올아민을 혼합하거나 단독으로 사용함이 바람직하다.As the amine derivative, it is preferable to use a mixture of a liquid amine carboxyl and dimethylethanolamine or use alone.
그리고, 상기 분말형 유동화제는 상기 모르타르 조성물의 분산작용을 통해 유동성 및 강도를 향상시키는 것으로서, 상기 모르타르 조성물 100 중량부에 대하여 0.20~0.25 중량을 혼입함이 바람직하다.The powdery fluidizing agent improves fluidity and strength through the dispersing action of the mortar composition, and it is preferable that the powdery fluidizing agent is incorporated in an amount of 0.20 to 0.25 parts by weight based on 100 parts by weight of the mortar composition.
상기 유동화제의 함량이 상기 모르타르 조성물 100 중량부에 대하여 0.20 중량부 미만인 경우 유동성 및 강도 상승 효과를 기대할 수 없고, 0.25 중량부를 초과하는 경우 작업성이 저하되는 문제점이 있다.If the amount of the fluidizing agent is less than 0.20 parts by weight based on 100 parts by weight of the mortar composition, a fluidity and strength synergistic effect can not be expected. When the amount of the fluidizing agent exceeds 0.25 parts by weight, workability is lowered.
그리고, 상기 분말형 소포제는 상기 모르타르 조성물을 물과 혼합하는 과정에서 발생하는 기포를 파쇄 및 억제하는 것으로서, 상기 모르타르 타설시 입자 사이사이의 기공을 적게 하여 치밀한 조직을 형성하며, 상기 모르타르 조성물 100 중량부에 대하여 0.1~0.2 중량부를 혼입함이 바람직하다.The powdery defoaming agent is used to crush and inhibit bubbles generated in the process of mixing the mortar composition with water. The powdery defoamer forms a dense structure by reducing pores between the particles when the mortar is poured, and the mortar composition 100 weight 0.1 to 0.2 parts by weight based on 100 parts by weight of the resin.
상기 분말형 소포제의 함량이 상기 시멘트 조성물 100 중량부에 대하여 0.1 중량부 미만인 경우 교반시 발생되는 기포를 제거하는 성능이 저하되고, 0.2 중량부를 초과하는 경우 조성물의 강도를 저하시킨다.If the content of the powdery defoaming agent is less than 0.1 parts by weight based on 100 parts by weight of the cement composition, the performance of removing bubbles generated during stirring is deteriorated. If the amount exceeds 0.2 parts by weight, the strength of the composition is lowered.
상기 규사는 입자크기가 규정치보다 클 경우 유동성이 저하시키고 규정치보다 작을 경우 작업성을 저하시키므로, 그 입자크기가 0.05~3.0㎜인 것이 바람직하며, 특히 상기 모르타르 조성물의 성능을 고려하여 상기 모르타르 조성물 100 중량부에 대하여 48~52 중량부를 혼입함이 바람직하다.When the particle size is larger than the specified value, the fluidity is lowered and when the particle size is smaller than the specified value, the workability is lowered. Therefore, it is preferable that the particle size is 0.05 to 3.0 mm. In particular, the mortar composition 100 And 48 to 52 parts by weight based on 100 parts by weight of the total weight of the composition.
division
Aqueous solution
(mg/L)Sulfate ion measurement result
(mg / L)
+
황산나트륨 1 mg50 ml of distilled water
+
Sodium sulfate 1 mg
+
황산나트륨 1 mgAqueous calcium hydroxide solution
+
Sodium sulfate 1 mg
표 1은 아민유도체(아민카르복실)와 이온교환수지의 황산이온 제거효과를 확인하기 위한 이온크로마토그래피 실험 결과를 나타낸 것이다. Table 1 shows the results of ion chromatography experiments to confirm the effect of removing amine ions (amine carboxylates) and ion exchange resins from the sulfate ion.
실시예 1, 2, 3은 증류수에 황산나트륨을 혼입한 후 각각 아민유도체 및 이온교환수지 혼입에 따른 황산이온량을 확인하였고, 실시예 4, 5, 6은 콘크리트환경을 모사한 수산화칼슘 수용액에 황산나트륨을 혼입 후 각각 아민유도체 및 이온교환수지 혼입에 따른 황산이온량을 확인하였다.In Examples 1, 2 and 3, sodium sulfate was mixed with distilled water, and then the amounts of sulfate ion and ion exchange resin were confirmed by mixing the amine derivative and the ion exchange resin, respectively. Examples 4, 5 and 6 were prepared by mixing sodium sulfate in an aqueous calcium hydroxide solution simulating a concrete environment The amount of sulfate ion was determined by the incorporation of amine derivative and ion exchange resin.
(mg/L)Result of chlorine ion measurement
(mg / L)
+
염화나트륨 1 mgDistilled water 50 ml
+
Sodium chloride 1 mg
+
염화나트륨 1 mgAqueous calcium hydroxide solution
+
Sodium chloride 1 mg
표 2는 아민유도체와 이온교환수지의 염소이온 제거효과를 확인하기 위한 이온크로마토그래피 실험 결과를 나타낸 것이다. Table 2 shows the ion chromatographic test results for confirming the effect of removing the chloride ion of the amine derivative and the ion exchange resin.
실시예 1, 2, 3의 경우 증류수에 수산화나트륨을 혼입 후 각각 아민유도체 및 이온교환수지 혼입에 따른 염소이온량을 확인하였고, 실시예 4, 5, 6의 경우 콘크리트환경을 모사한 수산화칼슘 수용액에 수산화나트륨을 혼입 후 각각 아민유도체 및 이온교환수지 혼입에 따른 염소이온량을 확인하였다.In the case of Examples 1, 2 and 3, sodium hydroxide was added to distilled water, and the amounts of chlorine ions following the incorporation of the amine derivative and the ion exchange resin were confirmed. In Examples 4, 5 and 6, the aqueous solution of calcium hydroxide After the addition of sodium, the amount of chlorine ion was confirmed by the incorporation of amine derivative and ion exchange resin, respectively.
표 1 및 표 2로부터 알 수 있는 바와 같이, 증류수 조건에 비하여 콘크리트환경을 모사한 수산화칼슘 수용액 조건에서의 영향이 축소되지만, 아민유도체(아민카르복실)와 이온교환수지의 혼입에 따라 황산이온 및 염소이온의 저감이 가능한 것으로 나타났다.As can be seen from Tables 1 and 2, the effect of the aqueous solution of calcium hydroxide simulating the concrete environment is reduced compared to that of the distilled water. However, depending on the mixing of the amine derivative (amine carboxyl) and the ion exchange resin, Ion can be reduced.
표 3은 본원발명의 모르타르 조성물에 이온저감제를 혼입한 상태 및 미혼입한 상태를 비교한 것이다.Table 3 compares the state in which the ion reducing agent is mixed with the mortar composition of the present invention and the state in which the ion reducing agent is mixed.
표 3의 실시예 1 및 실시예 2는 본 발명의 모르타르 조성물의 범위 내에서 구현한 예이고, 비교예 1은 비교하여 아민유도체와 이온교환수지가 혼입되지 않도록 한 예이고, 비교예 2는 이온교환수지가 3 중량부 이상이 되도록 한 예이며, 비교예 3은 아민유도체가 1 중량부 이상이 되도록 한 예를 보인 것이다.Examples 1 and 2 in Table 3 are examples implemented within the range of the mortar composition of the present invention, Comparative Example 1 is an example in which the amine derivative and the ion exchange resin are not mixed, Exchange resin is 3 parts by weight or more. In Comparative Example 3, the amount of the amine derivative is 1 part by weight or more.
표 3은 본원발명의 모르타르 조성물에 이온저감제를 혼입한 상태 및 미혼입한 상태를 비교한 성능 결과를 나타낸 것이다.Table 3 shows the performance results of comparing the state in which the ionic reducing agent is mixed with the mortar composition of the present invention and the state in which the ionic reducing agent is mixed.
표 4로부터 알 수 있는 바와 같이, 본 발명에 따른 모르타르 조성물을 혼입한 실시예 1과 실시예 2는 비교예 1, 2, 3에 비하여 압축강도와 부착강도의 확보에 우수한 것으로 나타났다. 실시예 1, 2 및 비교예 2, 3은 중량변화율, 염화물량 및 탄산화깊이 저감에 우수한 것으로 나타났으나, 비교예 1은 아민유도체와 이온교환수지의 무혼입으로 중량변화율, 염화물량, 탄산화 깊이가 큰 것으로 나타났다. As can be seen from Table 4, Example 1 and Example 2 in which the mortar composition according to the present invention was incorporated were superior to Comparative Examples 1, 2 and 3 in securing compressive strength and adhesion strength. Examples 1 and 2 and Comparative Examples 2 and 3 were found to be superior in weight change rate, chloride content and carbonation depth reduction, whereas Comparative Example 1 showed no change in weight change rate, chloride content, carbonation depth Respectively.
실시예 1 및 의 경우 아민유도체와 이온교환수지의 혼입으로 콘크리트 내구성의 개선이 가능한 것을 확인하였고, 비교예 2의 경우 이온교환수지의 2.0 중량부 초과 혼입으로 압축강도나 휨강도나 부착강도 저감이 나타났으며, 비교예 3의 경우 아민유도체의 0.5 중량부 초과 혼입으로 초기압축강도의 저감이 나타났다. It was confirmed that the durability of the concrete could be improved by mixing the amine derivative and the ion exchange resin in the case of Example 1 and in the case of Comparative Example 2, the compression strength, the bending strength and the adhesion strength were reduced by mixing the ion exchange resin in an amount exceeding 2.0 parts by weight In the case of Comparative Example 3, the addition of more than 0.5 parts by weight of the amine derivative showed a reduction in initial compressive strength.
따라서, 상기 모르타르 조성물 100 중량부에 대하여, 아민유도체 0.3~0.5 중량부, 이온교환수지 1.0~2.0 중량부를 혼입하는 경우, 상기 모르타르 조성물의 열화요인 제거에 따른 성능의 확보가 가능함을 알 수 있다.Therefore, it can be understood that, when 0.3 to 0.5 parts by weight of the amine derivative and 1.0 to 2.0 parts by weight of the ion exchange resin are incorporated into 100 parts by weight of the mortar composition, the performance can be secured by removing the deterioration factor of the mortar composition.
이상과 같이, 본 발명은 상술한 실시 예에 한정되지 아니하며, 청구 범위에서 청구되는 본 발명의 기술적 사상에 벗어남 없이 해당 발명이 속하는 기술 분야에서 통상의 지식을 가진 자에 의해 자명한 변형 실시가 가능하며, 이러한 변형 실시는 본 발명의 범위에 속한다.It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention as defined in the appended claims. And such modifications are within the scope of the present invention.
Claims (8)
상기 시멘트결합제는, 포틀랜드시멘트 10~15 중량부, 칼슘알루미네이트시멘트 8~10 중량부, 무수석고 4~5 중량부를 포함하고,
상기 강도보강제는, 메타카올린 1.5~2.5 중량부, 고로슬래그 10~13 중량부, 플라이애시 4~5 중량부를 포함하고,
상기 성능개선제는, 증점제 0.02~0.03 중량부, 응결촉진제 0.01~0.02 중량부, 유동화제 0.2~0.25 중량부, 소포제 0.1~0.2 중량부를 포함하고,
상기 이온저감제는, 분말수지 1.5~2.0 중량부, 이온교환수지 1.0~2.0 중량부, 아민유도체 0.3~0.5 중량부를 포함하는, 아민유도체 및 이온교환수지를 이용한 하수시설 콘크리트 구조물 보수용 모르타르 조성물.
22 to 30 parts by weight of a cement binder, 15 to 20.5 parts by weight of an intensifier, 0.33 to 0.5 parts by weight of a performance improving agent, 2.8 to 4.5 parts by weight of an ionic reducing agent, and 48 to 52 parts by weight of silica sand, based on 100 parts by weight of a mortar composition,
Wherein the cement binder comprises 10 to 15 parts by weight of Portland cement, 8 to 10 parts by weight of calcium aluminate cement and 4 to 5 parts by weight of anhydrous gypsum,
Wherein the strength reinforcing agent comprises 1.5 to 2.5 parts by weight of meta kaolin, 10 to 13 parts by weight of blast furnace slag, and 4 to 5 parts by weight of fly ash,
Wherein the performance improving agent comprises 0.02 to 0.03 parts by weight of a thickener, 0.01 to 0.02 parts by weight of a condensation accelerator, 0.2 to 0.25 parts by weight of a fluidizing agent, and 0.1 to 0.2 parts by weight of a defoaming agent,
Wherein the ionic reducing agent comprises 1.5 to 2.0 parts by weight of a powder resin, 1.0 to 2.0 parts by weight of an ion exchange resin, and 0.3 to 0.5 parts by weight of an amine derivative, and a mortar composition for repairing a sewerage concrete structure using the amine derivative and the ion exchange resin.
20±5℃의 온도범위에서 2,500~3,500mPa.s의 점도를 갖는 메틸셀룰로오스 계열인 것을 특징으로 하는 아민유도체 및 이온교환수지를 이용한 하수시설 콘크리트 구조물 보수용 모르타르 조성물.
The method according to claim 1,
Which is a methylcellulose series having a viscosity of from 2,500 to 3,500 mPa.s at a temperature range of 20 ± 5 ° C. The present invention relates to a mortar composition for repairing a sewage facility concrete structure using an amine derivative and an ion exchange resin.
리튬카보네이트인 것을 특징으로 하는 아민유도체 및 이온교환수지를 이용한 하수시설 콘크리트 구조물 보수용 모르타르 조성물.
The method according to claim 1,
The present invention relates to a mortar composition for repairing a concrete structure of a sewage system using an amine derivative and an ion exchange resin.
분말형 폴리카르복실계인 것을 특징으로 하는 아민유도체 및 이온교환수지를 이용한 하수시설 콘크리트 구조물 보수용 모르타르 조성물.
The fluidizing composition of claim 1,
A mortar composition for repairing a concrete structure of a sewage system using an amine derivative and an ion exchange resin characterized by being a powdered polycarboxylic system.
분말형으로서 밀도가 550 g/ℓ인 것을 특징으로 하는 아민유도체 및 이온교환수지를 이용한 하수시설 콘크리트 구조물 보수용 모르타르 조성물.
The antifoaming agent according to claim 1,
A mortar composition for repairing a concrete structure of a sewage system using an amine derivative and an ion exchange resin, the powder being of a density of 550 g / l.
액상의 아민카르복실 및 디메틸에탄올아민 중 어느 하나 또는 이들의 혼합물인 것을 특징으로 하는 아민유도체 및 이온교환수지를 이용한 하수시설 콘크리트 구조물 보수용 모르타르 조성물.
The method according to claim 1,
Wherein the amine derivative is selected from the group consisting of an amine carboxylate and a dimethylethanolamine in a liquid state, or a mixture thereof.
300~1000㎛의 입도분포를 가진 폴리스티렌, 디비닐벤젠 공중합체 중 어느 하나 또는 이들의 혼합물인 것을 특징으로 하는 아민유도체 및 이온교환수지를 이용한 하수시설 콘크리트 구조물 보수용 모르타르 조성물.
The ion exchange resin according to claim 1,
A polystyrene and a divinylbenzene copolymer having a particle size distribution of 300 to 1000 탆, or a mixture thereof. The mortar composition for repairing a sewage facility concrete structure using an amine derivative and an ion exchange resin.
상기 모르타르 조성물 100 중량부에 대하여, 35~45 중량부의 물과 혼합되며, 상기 아민유도체 및 상기 이온교환수지는 분체 또는 물에 혼입되는 것을 특징으로 하는 아민유도체 및 이온교환수지를 이용한 하수시설 콘크리트 구조물 보수용 모르타르 조성물.The mortar composition according to claim 1,
Wherein the amine derivative and the ion exchange resin are mixed with powder or water, wherein the amine derivative and the ion exchange resin are mixed with 35 to 45 parts by weight of water based on 100 parts by weight of the mortar composition, A maintenance mortar composition.
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| KR102438751B1 (en) * | 2022-06-10 | 2022-08-31 | 김찬수 | High durability polymer concrete composition for repairing expansion joints and bridge surface pavement and repair method using the same |
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| KR101746220B1 (en) * | 2016-11-11 | 2017-06-23 | 주식회사 평강산업개발 | The concrete structure reinforcement-mortar for seismic retrofitting method and wet process-construction and seismic retrofitting method using the same |
Cited By (2)
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| KR20200127561A (en) * | 2019-05-03 | 2020-11-11 | 주식회사 삼명이엔씨 | Composition of durable mortar powder with ion exchange resin and anionic fixing agent |
| KR102438751B1 (en) * | 2022-06-10 | 2022-08-31 | 김찬수 | High durability polymer concrete composition for repairing expansion joints and bridge surface pavement and repair method using the same |
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|---|---|
| KR101981925B1 (en) | 2019-05-27 |
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