KR102117503B1 - Composition for manufacturing multiple synthetic polymers for mortar and concrete and method for manufacturing the same - Google Patents

Composition for manufacturing multiple synthetic polymers for mortar and concrete and method for manufacturing the same Download PDF

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KR102117503B1
KR102117503B1 KR1020200032262A KR20200032262A KR102117503B1 KR 102117503 B1 KR102117503 B1 KR 102117503B1 KR 1020200032262 A KR1020200032262 A KR 1020200032262A KR 20200032262 A KR20200032262 A KR 20200032262A KR 102117503 B1 KR102117503 B1 KR 102117503B1
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concrete
prop
composition
enoate
polymerization reaction
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배진숙
장성배
박남일
유주호
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배진숙
주식회사 유진컨스텍
유한회사 금영토건
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    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08FMACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
    • C08F220/00Copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and only one being terminated by only one carboxyl radical or a salt, anhydride ester, amide, imide or nitrile thereof
    • C08F220/02Monocarboxylic acids having less than ten carbon atoms; Derivatives thereof
    • C08F220/10Esters
    • C08F220/12Esters of monohydric alcohols or phenols
    • C08F220/16Esters of monohydric alcohols or phenols of phenols or of alcohols containing two or more carbon atoms
    • C08F220/18Esters of monohydric alcohols or phenols of phenols or of alcohols containing two or more carbon atoms with acrylic or methacrylic acids
    • 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
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08FMACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
    • C08F2/00Processes of polymerisation
    • C08F2/001Multistage polymerisation processes characterised by a change in reactor conditions without deactivating the intermediate polymer
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08FMACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
    • C08F2/00Processes of polymerisation
    • C08F2/12Polymerisation in non-solvents
    • C08F2/16Aqueous medium
    • C08F2/22Emulsion polymerisation
    • C08F2/24Emulsion polymerisation with the aid of emulsifying agents
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08FMACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
    • C08F6/00Post-polymerisation treatments
    • C08F6/02Neutralisation of the polymerisation mass, e.g. killing the catalyst also removal of catalyst residues

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  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)

Abstract

The present invention relates to a composition for preparing a multiple synthetic polymer for mortar and concrete and a method for preparing the same and, more particularly, to a composition for preparing a multiple synthetic polymer for mortar and concrete and a method for preparing the same, which can induce a polymer main chain and an anionic functional group by a primary polymerization reaction during a polymerization reaction, neutralize heavy metal cationic particles of a cement surface particle and maximally increase cement miscibility in order to selectively enhance adhesive strength, water resistance and abrasion resistance while maintaining an appropriate compressive strength of concrete compared to an existing styrene-butadiene synthetic polymer, and which can also implement a polymer main chain and a cationic functional group by a secondary polymerization reaction, and bind with an anionic functional group on a surface of fine aggregates and coarse aggregates during mixing concrete, thereby achieving a more dense concrete structure with higher void filling efficiency.

Description

몰탈, 콘크리트용 다중 합성폴리머 제조용 조성물 및 그 제조방법{Composition for manufacturing multiple synthetic polymers for mortar and concrete and method for manufacturing the same}Composition and manufacturing multiple synthetic polymers for mortar and concrete and method for manufacturing the same}

본 발명은 몰탈, 콘크리트용 다중 합성폴리머 제조용 조성물 및 그 제조방법에 관한 것으로, 보다 상세하게는 기존 스티렌-부타디엔 합성폴리머 대비 콘크리트의 적정 압축강도를 유지하면서 선택적으로 부착강도, 내수성, 내모마성 증진시킬 수 있도록 중합반응시 1차 중합반응에 의한 폴리머 주쇄와 음이온성 관능기를 유도하여 시멘트 표면입자의 중금속 양이온 입자들을 중화시키고, 시멘트 혼화성을 최대한 높일 수 있으며, 2차 중합반응에 의한 폴리머 주쇄와 양이온성 관능기를 부여하여 콘크리트 혼합시 잔골재 및 굵은골재 표면의 음이온성 관능기와 결합하여 콘크리트 구조를 보다 치밀하고 공극 채움 효율을 높인 몰탈, 콘크리트용 다중 합성폴리머 제조용 조성물 및 그 제조방법에 관한 것이다.The present invention relates to a composition for preparing a multi-synthetic polymer for mortar and concrete, and a method for manufacturing the same, more specifically, to improve adhesion strength, water resistance, and abrasion resistance while maintaining appropriate compressive strength of concrete compared to an existing styrene-butadiene synthetic polymer. During the polymerization reaction, the polymer main chain and anionic functional groups are induced by the primary polymerization to neutralize the heavy metal cation particles of the cement surface particles, and the cement miscibility can be maximized, and the polymer main chain and cations by the secondary polymerization reaction It relates to a composition for preparing a multi-synthetic polymer for concrete and a mortar, which improves pore filling efficiency with a denser concrete structure by combining with an anionic functional group on the surface of fine aggregate and coarse aggregate when adding concrete.

일반적으로, 속경성 또는 조강성 시멘트계 조성물은 콘크리트계 도로, 교량, 구조물, 건축물, 항만 등의 포장, 보수용으로 주로 사용된다.In general, the fast-hard or rough-hard cement-based composition is mainly used for pavement and repair of concrete-based roads, bridges, structures, buildings, ports, and the like.

이때, 콘크리트의 경화 전,후의 성질을 개량하기 위해 시멘트, 물, 골재 이외에 첨가되는 재료로 혼화제가 사용된다.At this time, in order to improve the properties of the concrete before and after curing, admixture is used as a material added in addition to cement, water and aggregate.

이러한 혼화제로는 작업성능이나 동결융해저항성을 개선하거나 혹은 강력한 감수효과와 대폭적인 강도 증가 효과를 얻기 위한 것이거나 혹은 콘크리트의 유동성을 개선하기 위한 것이거나 혹은 염해저항성을 높이고 기포발생을 억제하거나 점성, 응집작용을 향상시켜 재료 분리를 막도록 하는 것 등 다양한 재료들이 사용되고 있으며, 폴리머가 대표적이다.These admixtures are intended to improve work performance or freeze-thaw resistance, or to obtain a strong water-reducing effect and a significant increase in strength, or to improve the fluidity of concrete, or to increase salt-resistance resistance and to suppress foaming or to prevent viscosity. Various materials are used, such as improving the cohesive action to prevent material separation, and a polymer is typical.

특히, 콘크리트 도로 및 교면 포장의 경우, 스티렌과 부타디엔을 주 모노머로 하여 진공 또는 밀폐형 고압반응기를 통해 가교결합시키는 유화중합 코폴리머 합성라텍스를 주로 사용하는데, 이 합성라텍스의 경우 시멘트와의 혼화성과 작업성이 떨어지기 때문에 이를 해결하기 위해 친수성 유화제를 다량 사용해야 한다.In particular, in the case of concrete pavement and bridge pavement, styrene and butadiene are used as main monomers, and emulsion polymerization copolymer synthetic latex that crosslinks through a vacuum or sealed high-pressure reactor is mainly used. In the case of this synthetic latex, compatibility with cement is used. Because of the poor sex, a large amount of hydrophilic emulsifiers must be used to solve this.

그런데, 이로 인해 라텍스 자체의 분산 및 저장안정성이 떨어져 장기 저장 시 라텍스 입자의 상분리(phase separation) 현상이 일어나 불량처리되고, 이렇게 불량된 것을 사용하게 되면 시멘트 혼화성, 가사시간, 소성크랙(plastic crack), 및 포설된 부위별 방수성, 강도 및 내구성에 편차가 발생하는 문제가 생긴다.However, due to this, the dispersion and storage stability of the latex itself is poor, resulting in a phase separation phenomenon of latex particles during long-term storage, resulting in poor processing, and the use of such defective materials results in cement miscibility, pot life, and plastic cracks. ), And there is a problem that a deviation occurs in the waterproofness, strength and durability of each installed part.

뿐만 아니라, 기존 혼화제는 시멘트 표면입자의 혼화성이 떨어지다 보니 콘크리트 혼합시 잔골재 및 굵은골재 표면의 음이온성 관능기와의 결합성이 저하되어 콘크리트 구조가 치밀하지 못하고, 내부 공극 충진 효율도 낮아져 균일한 품질을 확보하는데 어려움이 존재하고 있다.In addition, since the admixture of the cement surface particles is inferior, the admixture with the anionic functional groups on the surfaces of fine aggregates and coarse aggregates decreases when mixing concrete, resulting in poor concrete structure and low internal pore filling efficiency. Difficulties exist in securing them.

국내 등록특허 제10-1355400호(2014.01.20.), '내구성이 개선된 초속경 시멘트 콘크리트 조성물 및 이를 이용한 도로포장 유지보수공법'Domestic registered patent No. 10-1355400 (2014.01.20.), 'Super-hard cement concrete composition with improved durability and road pavement maintenance method using the same' 미국 등록특허 제4710526호(1987.12.01.), 'Alkaline curing emulsions for use in cement admixtures'U.S. Patent No. 4710526 (1987.12.01.), 'Alkaline curing emulsions for use in cement admixtures'

본 발명은 상술한 바와 같은 종래 기술상의 제반 문제점들을 감안하여 이를 해결하고자 창출된 것으로, 기존 스티렌-부타디엔 합성폴리머 대비 콘크리트의 적정 압축강도를 유지하면서 선택적으로 부착강도, 내수성, 내모마성 증진시킬 수 있도록 중합반응시 1차 중합반응에 의한 폴리머 주쇄와 음이온성 관능기를 유도하여 시멘트 표면입자의 중금속 양이온 입자들을 중화시키고, 시멘트 혼화성을 최대한 높일 수 있으며, 2차 중합반응에 의한 폴리머 주쇄와 양이온성 관능기를 부여하여 콘크리트 혼합시 잔골재 및 굵은골재 표면의 음이온성 관능기와 결합하여 콘크리트 구조를 보다 치밀하고 공극 채움 효율을 높인 몰탈, 콘크리트용 다중 합성폴리머 제조용 조성물 및 그 제조방법을 제공함에 그 주된 목적이 있다.The present invention was created to solve the above-mentioned problems in the prior art as described above, and it is possible to selectively improve adhesion strength, water resistance, and abrasion resistance while maintaining proper compressive strength of concrete compared to existing styrene-butadiene synthetic polymers. During the polymerization reaction, the polymer main chain and the anionic functional group are induced by the primary polymerization reaction to neutralize the heavy metal cation particles of the cement surface particles, and the cement miscibility can be maximized, and the polymer main chain and the cationic functional group by the secondary polymerization reaction The main objective is to provide a composition for manufacturing a composite composition for multi-synthetic polymers for concrete and a mortar that has a more compact and more effective pore filling efficiency by combining with anionic functional groups on the surface of fine aggregate and coarse aggregate when mixing concrete. .

본 발명은 상기한 목적을 달성하기 위한 수단으로, 몰탈 또는 콘크리트용 다중 합성폴리머를 만들기 위한 조성물에 있어서; 상기 합성폴리머 제조용 조성물은 벤조일 퍼옥사이드(benzoyl peroxide) 0.1-0.3 중량%, 도데실 벤젠 설페이트(dodecyl benzene sulfate) 0.1-0.5 중량%, 에틸 프롭-2-에노에이트(ethyl prop-2-enoate) 30-50 중량%, 메틸 2-메틸프롭-2-에노에이트(methyl 2-methyl prop-2-enoate) 1.0-20 중량%, 에테닐 아세테이트(ethenyl acetate) 20-40중량%, 부틸 프롭-2-에노에이트(butyl prop-2-enoate) 10-30중량%, 프롭-2-에노익산(prop-2-enoic acid) 1.0-5.0 중량% 및 터셔리-부틸 하이드로퍼옥사이드(tertiary-butyl hydroperoxide) 0.1~0.5중량%를 포함하는 것을 특징으로 하는 몰탈 또는 콘크리트용 다중 합성폴리머 제조용 조성물을 제공한다.The present invention as a means for achieving the above object, in a composition for making multiple synthetic polymers for mortar or concrete; The composition for preparing the synthetic polymer is benzoyl peroxide 0.1-0.3% by weight, dodecyl benzene sulfate 0.1-0.5% by weight, ethyl prop-2-enoate 30 -50 wt%, methyl 2-methyl prop-2-enoate 1.0-20 wt%, ethenyl acetate 20-40 wt%, butyl prop-2- 10-30 wt% of butyl prop-2-enoate, 1.0-5.0 wt% of prop-2-enoic acid and tertiary-butyl hydroperoxide 0.1 It provides a composition for preparing multiple synthetic polymers for mortar or concrete, characterized in that it contains ~ 0.5% by weight.

또한, 본 발명은 상기에 기재된 합성폴리머 제조용 조성물을 이용하여 몰탈 또는 콘크리트용 다중 합성폴리머를 제조하는 방법에 있어서; 벤조일 퍼옥사이드, 도데실 벤젠 설페이트를 포함한 유화제 및 반응개시제 절반을 에틸 프롭-2-에노에이트, 메틸 2-메틸프롭-2-에노에이트를 포함한 1차 모노머에 투입하여 1차 중합반응을 시작하는 제1단계; 상기 제1단계를 통해 얻어진 1차 중합반응물에 에테닐 아세테이트, 부틸 프롭-2-에노에이트, 프롭-2-에노익산을 포함하는 2차 모노머와 상기 유화제 및 반응개시제의 남은 절반을 마저 투입하여 2차 중합반응을 진행하는 제2단계; 상기 제2단계를 통해 얻어진 2차 중합반응물에 터셔리-부틸 하이드로 퍼옥사이드를 투입하여 중합반응을 종결시키는 제3단계;를 포함하는 것을 특징으로 하는 몰탈 또는 콘크리트용 다중 합성폴리머 제조방법도 제공한다.In addition, the present invention in a method for producing a multi-synthetic polymer for mortar or concrete using the composition for preparing a synthetic polymer described above; Ethylene emulsifier including benzoyl peroxide, dodecyl benzene sulfate and half of the reaction initiator are added to the primary monomer including ethyl prop-2-enoate and methyl 2-methylprop-2-enoate to initiate the primary polymerization reaction. Step 1; To the primary polymerization reaction product obtained through the first step, a second monomer including ethenyl acetate, butyl prop-2-enoate, and prop-2-enoic acid, and the remaining half of the emulsifier and reaction initiator are added, and 2 A second step of conducting a secondary polymerization reaction; A third method of terminating the polymerization reaction by introducing tertiary-butyl hydroperoxide into the secondary polymerization reaction product obtained through the second step is also provided. .

본 발명은 기존 스티렌-부타디엔 합성폴리머 대비 콘크리트의 적정 압축강도를 유지하면서 선택적으로 부착강도, 내수성, 내모마성 증진시킬 수 있도록 중합반응시 1차 중합반응에 의한 폴리머 주쇄와 음이온성 관능기를 유도하여 시멘트 표면입자의 중금속 양이온 입자들을 중화시키고, 시멘트 혼화성을 최대한 높일 수 있으며, 2차 중합반응에 의한 폴리머 주쇄와 양이온성 관능기를 부여하여 콘크리트 혼합시 잔골재 및 굵은골재 표면의 음이온성 관능기와 결합하여 콘크리트 구조를 보다 치밀하고 공극 채움 효율을 높이는 효과를 얻을 수 있다.The present invention induces a polymer main chain and an anionic functional group by the primary polymerization reaction during polymerization to induce cement, while maintaining the appropriate compressive strength of concrete compared to the existing styrene-butadiene synthetic polymer while selectively improving the adhesion strength, water resistance, and abrasion resistance. It is possible to neutralize the heavy metal cation particles of the surface particles, to increase the cement miscibility as much as possible, and to give the polymer main chain and cationic functional groups by the secondary polymerization reaction to combine concrete with the anionic functional groups on the fine aggregate and coarse aggregate surfaces when mixing concrete. The structure is more compact and the effect of increasing the void filling efficiency can be obtained.

이하에서는, 본 발명에 따른 바람직한 실시예를 보다 상세하게 설명하기로 한다.Hereinafter, a preferred embodiment according to the present invention will be described in more detail.

본 발명은 시멘트 몰탈 또는 콘크리트용 에틸 프롭-2-에노에이트(ethyl prop-2-enoate), 메틸 2-메틸프롭-2-에노에이트(methyl 2-methyl prop-2-enoate), 에테닐 아세테이트(ethenyl acetate), 부틸 프롭-2-에노에이트(butyl prop-2-enoate), 프롭-2-에노익산(prop-2-enoic acid) 등의 다중 모노머를 공중합하여 잔골재 및 굵은골재 표면의 음이온성 관능기와의 결합성을 높임으로써 콘크리트 조직의 치밀화를 달성하고, 공극 채움 효율을 높여 균일한 고품질의 콘크리트를 구현할 수 있는 아크릴계 합성 폴리머를 제공한다.The present invention is ethyl prop-2-enoate (ethyl prop-2-enoate), methyl 2-methylprop-2-enoate (methyl 2-methyl prop-2-enoate), ethenyl acetate for cement mortar or concrete ( Ethyl acetate), butyl prop-2-enoate, prop-2-enoic acid (prop-2-enoic acid) copolymerization of multiple monomers such as anionic functional groups on the surface of fine aggregate and coarse aggregate It provides an acrylic synthetic polymer capable of achieving a high density of concrete structure by increasing the bonding property with and increasing the void filling efficiency to realize uniform high quality concrete.

이를 위해, 본 발명에 따른 몰탈, 콘크리트용 다중 합성폴리머 제조용 조성물은 벤조일 퍼옥사이드(benzoyl peroxide) 0.1-0.3 중량%, 도데실 벤젠 설페이트(dodecyl benzene sulfate) 0.1-0.5 중량%, 에틸 프롭-2-에노에이트(ethyl prop-2-enoate) 30-50 중량%, 메틸 2-메틸프롭-2-에노에이트(methyl 2-methyl prop-2-enoate) 1.0-20 중량%, 에테닐 아세테이트(ethenyl acetate) 20-40중량%, 부틸 프롭-2-에노에이트(butyl prop-2-enoate) 10-30중량%, 프롭-2-에노익산(prop-2-enoic acid) 1.0-5.0 중량% 및 터셔리-부틸 하이드로퍼옥사이드(tertiary-butyl hydroperoxide) 0.1~0.5중량%로 이루어진다.To this end, the composition for preparing multiple synthetic polymers for mortar and concrete according to the present invention comprises 0.1-0.3% by weight of benzoyl peroxide, 0.1-0.5% by weight of dodecyl benzene sulfate, and ethyl prop-2- 30-50% by weight of ethyl prop-2-enoate, 1.0-20% by weight of methyl 2-methyl prop-2-enoate, ethenyl acetate 20-40 wt%, butyl prop-2-enoate 10-30 wt%, prop-2-enoic acid 1.0-5.0 wt% and tertiary- It is composed of 0.1 to 0.5% by weight of butyl hydroperoxide.

이때, 벤조일 퍼옥사이드는 반응개시제로 첨가되며, 도데실 벤젠 설페이트는 유화제로 첨가된다.At this time, benzoyl peroxide is added as a reaction initiator, and dodecyl benzene sulfate is added as an emulsifier.

그리고, 에틸 프롭-2-에노에이트와 메틸 2-메틸프롭-2-에노에이트는 1차 모노머이고, 에테닐 아세테이트와 부틸 프롭-2-에노에이트(butyl prop-2-enoate)와 프롭-2-에노익산(prop-2-enoic acid)은 2차 모노머로 첨가된다.In addition, ethyl prop-2-enoate and methyl 2-methylprop-2-enoate are primary monomers, ethenyl acetate, butyl prop-2-enoate and prop-2-. Enoic acid (prop-2-enoic acid) is added as a secondary monomer.

또한, 터셔리-부틸 하이드로 퍼옥사이드는 반응종결제로 첨가된다.In addition, tertiary-butyl hydroperoxide is added as a reaction terminator.

여기에서, 상기 에틸 프롭-2-에노에이트(molecular weight 100.1, solubility 1.5g/100ml, Tg -24℃, boiling point 100℃)는 중합된 합성폴리머 입자의 내부 중심부 필름의 연성(softness) 부여 및 조절용으로 폴리머 개질 콘크리트의 휨강도 증진 및 조절용이며, 그 사용량은 폴리머 주쇄의 메틸 2-메틸프롭-2-에노에이트의 중합율을 고려할 때, 30-50중량%가 바람직하다.Here, the ethyl prop-2-enoate (molecular weight 100.1, solubility 1.5g / 100ml, Tg -24 ° C, boiling point 100 ° C) is for giving and controlling softness of the inner core film of the polymerized synthetic polymer particles As for the improvement and control of the flexural strength of the polymer-modified concrete, the amount used is 30-50% by weight when considering the polymerization rate of methyl 2-methylprop-2-enoate of the polymer main chain.

이때, 만약 30중량% 미만으로 첨가되면 콘크리트의 연성이 부족하게 되고, 50중량%를 초과하게 되면 요구되는 콘크리트의 압축강도를 감소시키므로 상기 범위로 한정되어야 한다.At this time, if added to less than 30% by weight, the ductility of the concrete is insufficient, and if it exceeds 50% by weight, the required compressive strength of the concrete is reduced, so it should be limited to the above range.

그리고, 상기 메틸 2-메틸프롭-2-에노에이트(CH2C(CH3)COOCH3, molecular weight 100.13, solubility 1.6g/100ml(20℃), Tg 105℃, boiling point 100.5℃)는 중합된 합성폴리머 입자의 내부 중심부 필름의 강성 부여 및 필름의 마모저항성 증진용으로 폴리머 개질 콘크리트의 압축강도 증진 및 조절을 할 수 있으며, 그 사용량은 폴리머의 주쇄의 에틸 프롭-2-에노에이트와의 중합율을 고려할 때, 1.0-20중량%가 바람직하다.And, the methyl 2-methylprop-2-enoate (CH 2 C (CH 3 ) COOCH 3 , molecular weight 100.13, solubility 1.6g / 100ml (20 ℃), Tg 105 ℃, boiling point 100.5 ℃) is polymerized It is possible to improve and control the compressive strength of polymer-modified concrete for imparting stiffness of the inner core film of synthetic polymer particles and enhancing abrasion resistance of the film, and the amount used is the polymerization rate of the polymer main chain with ethyl prop-2-enoate. Considering, 1.0-20% by weight is preferred.

이때, 사용량이 1.0중량% 미만이면 과도하게 연선화되고, 20중량%를 초과하면 폴리머 필름 및 콘크리트의 스티프니스(stiffness)가 증가하여 현수교와 같이 풍속과 교통 하중에 따른 유동에 의한 파괴피로도가 증가하여 포장체의 균열 및 파손의 위험성이 증가하므로 상기 범위로 한정되어야 한다.At this time, if the amount used is less than 1.0% by weight, it is excessively softened, and when it exceeds 20% by weight, the stiffness of the polymer film and concrete increases, resulting in an increase in the breaking fatigue due to flow due to wind speed and traffic load, such as a suspension bridge. Since the risk of cracking and breakage of the package increases, it should be limited to the above range.

또한, 상기 에테닐 아세테이트(molecular weight 86.09, solubility 50ml/1g(20℃), Tg 28, boiling point 72.7℃)는 중합된 합성폴리머 입자의 바깥쪽 필름의 강성을 보강하며, 주쇄의 가교결합과 필름의 인장강도를 증대시킨다. 따라서, 폴리머 혼입 콘크리트의 교통량 진동에 의한 폴리머-시멘트, 폴리머-골재간 인장강도 유지와 단면파괴 저항성을 향상시킨다.In addition, the ethenyl acetate (molecular weight 86.09, solubility 50ml / 1g (20 ° C), Tg 28, boiling point 72.7 ° C) reinforces the rigidity of the outer film of the polymerized synthetic polymer particles, crosslinking of the main chain and film Increases the tensile strength of Therefore, it maintains tensile strength between polymer-cement and polymer-aggregate due to the traffic volume vibration of the polymer-concrete, and improves cross-sectional fracture resistance.

이때, 사용량이 40중량%를 초과하면 합성폴리머 필름의 강성을 증가시켜 불리하므로 사용량을 최대 40중량% 이하로 조절하는 것이 중요하다.At this time, if the amount of use exceeds 40% by weight, it is disadvantageous by increasing the rigidity of the synthetic polymer film, so it is important to adjust the amount of use to 40% by weight or less.

뿐만 아니라, 상기 부틸 프롭-2-에노에이트(CH2CHCOOC4H9, molecular weight 128.17, solubility 0.14g/100ml(20℃), Tg -54℃, boiling point 145℃)는 이중구조 합성폴리머 입자의 바깥쪽 필름의 연성을 부여하고, 폴리머 개질 콘크리트의 부착강도를 선택적으로 증진하는데 효과적이며, 교량보수용 슬라브의 열화부 및 강도저하 부분에 합성폴리머 혼입 콘크리트의 부착강도를 향상시켜 준다.In addition, the butyl prop-2-enoate (CH 2 CHCOOC 4 H 9 , molecular weight 128.17, solubility 0.14g / 100ml (20 ℃), Tg -54 ℃, boiling point 145 ℃) is a double structure of synthetic polymer particles It gives the ductility of the outer film, is effective in selectively increasing the adhesion strength of the polymer-modified concrete, and improves the adhesion strength of the synthetic polymer-mixed concrete to the deterioration and deterioration of the slab for bridge repair.

따라서, 에테닐 아세테이트와의 공중합율은 10-30중량%가 바람직하며, 사용량이 30중량%를 초과하면 중합된 합성폴리머 필름의 연성이 증가하여 콘크리트의 강성을 떨어뜨리게 되므로 그 이하로 첨가되어야 한다.Therefore, the copolymerization ratio with ethenyl acetate is preferably 10-30% by weight, and if the amount of use exceeds 30% by weight, the ductility of the polymerized synthetic polymer film increases, so that the strength of concrete decreases, so it should be added below. .

아울러, 상기 프롭-2-에노익산(CH2CHCOOH, molecular weight 72.06, solubility 100g/100ml(25℃), boiling point 141℃, melting point 14℃)은 중합폴리머의 1차 중합 폴리머에 음이온성 관능기를 부여하며, 이를 통해 다량의 양이온성 표면 관능기를 갖는 시멘트 입자 표면을 중화시켜 분산 및 시멘트 혼화성을 증진시킨다.In addition, the prop-2-enoic acid (CH 2 CHCOOH, molecular weight 72.06, solubility 100g / 100ml (25 ℃), boiling point 141 ℃, melting point 14 ℃) is an anionic functional group in the primary polymerization polymer of the polymerization polymer Imparted, thereby neutralizing the surface of the cement particles having a large amount of cationic surface functional groups to promote dispersion and cement miscibility.

또한, 잔골재 및 굵은골재 표면의 토분 및 미분입자에 의한 시멘트 및 콘크리트 엉김현상을 완화시켜 주는 분산제 역할을 부여한다. 때문에, 사용량은 1-5중량% 정도가 바람직하며, 5중량%를 초과하면 합성폴리머의 입자크기, 점도, 및 pH에 미치는 영향이 커지므로 원하는 합성폴리머의 물성을 얻을 수 없기 때문에 5중량% 이하로 첨가되어야 한다.In addition, it serves as a dispersing agent to alleviate cement and concrete entanglement caused by fine and fine particles on fine and coarse aggregate surfaces. Therefore, the amount of use is preferably about 1-5% by weight, and when it exceeds 5% by weight, the effect on the particle size, viscosity, and pH of the synthetic polymer becomes large, so that the desired physical properties of the synthetic polymer cannot be obtained, so 5% by weight or less Should be added as

이에 더하여, 본 발명에서는 계면 분리를 억제하여 상분리가 일어나지 않도록 상기 합성폴리머 조성물 100중량부에 대해, 계면분리억제제를 더 첨가할 수 있다.In addition, in the present invention, an interfacial separation inhibitor may be further added to 100 parts by weight of the synthetic polymer composition to suppress interfacial separation and prevent phase separation.

이 경우, 계면분리억제제는 폴리아크릴산나트륨 10중량부, 메틸살리실레이트 5중량부, 아크릴산에틸에스테르 10중량부, 3-하이드록시톨루엔 15중량부, 디메틸올프로피온산 5중량부 및 삼불화붕소아민착염 5중량부일 수 있다.In this case, the interfacial separation inhibitor is 10 parts by weight of sodium polyacrylate, 5 parts by weight of methyl salicylate, 10 parts by weight of ethyl acrylate, 15 parts by weight of 3-hydroxy toluene, 5 parts by weight of dimethylol propionic acid and boron trifluoride amine complex salt It may be 5 parts by weight.

이때, 폴리아크릴산나트륨은 젤화 특성 때문에 완충성이 매우 우수하고 분산성이 좋을 뿐만 아니라, 점조성이 우수하기 때문에 첨가된다.At this time, sodium polyacrylate is added because it has excellent buffering properties and good dispersibility because of its gelling properties, and excellent viscosity.

그리고, 메틸살리실레이트(Methyl Salicylate)는 무색의 액체로서 비중은 1.18이고, 비점은 223℃이며, 융점은 -9℃로서 유화 및 연화성을 증대시키기 위해 첨가된다.And, methyl salicylate is a colorless liquid with a specific gravity of 1.18, a boiling point of 223 ° C, and a melting point of -9 ° C, which is added to increase emulsification and softening properties.

또한, 아크릴산 에틸에스테르는 점도를 조절하면서 응집성을 증대시키고, 블루밍 현상을 억제하기 위해 첨가된다.In addition, ethyl ester of acrylic acid is added to increase the cohesiveness while controlling the viscosity and suppress blooming.

아울러, 3-하이드록시톨루엔은 표면에 기능기를 부여하여 함으로써 표면 거칠기를 높이게 되며, 이를 통해 높아진 표면 거칠기는 일종의 앵커 혹은 쐐기 기능을 수행함으로써 층이 쉽게 분리되지 않도록 강고한 고정력을 제공하게 된다.In addition, 3-hydroxytoluene increases the surface roughness by imparting a functional group to the surface, and through this, the increased surface roughness performs a kind of anchor or wedge function, thereby providing a strong fixing force so that the layers are not easily separated.

또한, 디메틸올프로피온산은 친수성 그룹을 도입하여 잘 섞이도록 하기 위한 것이고, 삼불화붕소아민착염은 안정적인 점착강도 유지 및 내화학성을 유지하기 위해 첨가된다.In addition, dimethylolpropionic acid is for introducing a hydrophilic group to mix well, and a boron trifluoride amine complex salt is added to maintain stable adhesive strength and chemical resistance.

이러한 조성물을 이용하여 본 발명에 따른 몰탈, 콘크리트용 다중 합성폴리머를 제조하는 방법에 대해 설명한다.A method for preparing a multi-synthetic polymer for mortar and concrete according to the present invention using this composition will be described.

먼저, 벤조일 퍼옥사이드, 도데실 벤젠 설페이트를 포함한 유화제 및 반응개시제 절반을 에틸 프롭-2-에노에이트, 메틸 2-메틸프롭-2-에노에이트를 포함한 1차 모노머에 투입하여 1차 중합반응을 시작하는 제1단계가 수행된다.First, the first polymerization reaction is initiated by introducing half of the emulsifier and reaction initiator including benzoyl peroxide and dodecyl benzene sulfate into the primary monomer including ethyl prop-2-enoate and methyl 2-methylprop-2-enoate. The first step is performed.

그런 다음, 제1단계를 통해 얻어진 1차 중합반응물에 에테닐 아세테이트, 부틸 프롭-2-에노에이트, 프롭-2-에노익산을 포함하는 2차 모노머와 상기 유화제 및 반응개시제의 남은 절반을 마저 투입하여 2차 중합반응을 진행하는 제2단계가 수행된다.Then, a second monomer including ethenyl acetate, butyl prop-2-enoate, and prop-2-enoic acid and the remaining half of the emulsifier and reaction initiator are added to the primary polymerization reaction product obtained through the first step. The second step of proceeding the secondary polymerization reaction is performed.

이후, 제2단계를 통해 얻어진 2차 중합반응물에 터셔리-부틸 하이드로 퍼옥사이드를 투입하여 중합반응을 종결시키는 제3단계;를 거친다.Then, tertiary-butyl hydroperoxide is added to the secondary polymerization reaction product obtained through the second step to terminate the polymerization reaction.

여기에서, 본 발명에 따른 몰탈 또는 콘크리트용 다중 합성폴리머는 주 모노머로서 [에틸 프롭-2-에노에이트]-[메틸 2-메틸프롭-2-에노에이트]-[에테닐 아세테이트]-[부틸 프롭-2-에노에이트]-[프롭-2-에노익산]과 같은 5종류의 모노머를 포함한 합성폴리머의 유화중합물이기 때문에 중합전에 각각의 조성물 형태로 준비하여 투입함으로써 균일하고 정확한 반응을 유도할 수 있다.Here, the multiple synthetic polymer for mortar or concrete according to the present invention is [ethyl prop-2-enoate]-[methyl 2-methylprop-2-enoate]-[ethenyl acetate]-[butyl prop as the main monomer. Since it is an emulsion polymerization of synthetic polymers containing 5 types of monomers such as -2-enoate]-[prop-2-enoic acid], uniform and accurate reactions can be induced by preparing and injecting them in the form of each composition before polymerization. .

예컨대, 유화제 및 반응개시제 조성물, 1단계 중합용 1단계 모노머 조성물, 2단계 모노머 조성물, 반응종결 조성물 형태로 미리 나누어 각각을 정량한 다음 반응기에 순차적으로 투입하는 중합과정을 거치는 것이 중요하다.For example, it is important to quantify each of the emulsifier and the reaction initiator composition, the first-stage monomer composition for the first-stage polymerization, the second-stage monomer composition, and the reaction termination composition, and then sequentially pass the polymerization to the reactor.

이와 같이, 5종류의 모노머를 이용하여 모노머 조성물을 미리 2 종류의 1,2차 조성물로 나누어 반응기에 투입함으로써 폴리머 주쇄의 중합반응을 균일하게 유도할 수 있으며, 중합 완료된 폴리머의 품질변화를 최대한 줄여 품질균일성을 극대화하는데 효과적이고, 중합반응시 1차 중합반응에 의한 폴리머 주쇄와 음이온성 관능기를 유도하여 시멘트 표면입자의 중금속 양이온 입자들을 중화, 시멘트 혼화성을 최대한 높일 수 있다.As described above, the polymerization of the polymer main chain can be uniformly induced by dividing the monomer composition into two types of the primary and secondary compositions using five types of monomers into the reactor in advance, and reducing the quality change of the polymer that has been polymerized as much as possible. It is effective in maximizing the quality uniformity, and by inducing the polymer main chain and anionic functional group by the primary polymerization reaction during polymerization, it is possible to neutralize heavy metal cation particles of the cement surface particles and maximize cement miscibility.

뿐만 아니라, 2차 중합반응에 의한 폴리머 주쇄와 양이온성 관능기를 부여하여 콘크리트 혼합시 잔골재 및 굵은골재 표면의 음이온성 관능기와 결합하여 보다 콘크리트 구조가 치밀하고 내부 공극을 충진하는 효과를 얻을 수 있으며, 잔골재 및 굵은골재의 골재원에 따라 발생하는 골재 품질편차에 의한 배합수 및 가사시간에 미치는 영향을 줄일 수 있어 균일한 품질의 콘크리트를 생산하는데 효과적일 뿐만 아니라, 기존의 스티렌과 부타디엔 합성폴리머 개질 콘크리트에서 요구된 사용량을 줄일 수 있어 원가절감면에서 유리하다.In addition, the polymer main chain and the cationic functional group by the secondary polymerization reaction are given to combine with the anionic functional groups on the surface of the fine aggregate and coarse aggregate when mixing concrete, thereby obtaining a more concrete structure and filling the internal voids. It is possible to reduce the effect on the mixing water and pot life due to the aggregate quality deviation caused by the aggregate source of the fine aggregate and coarse aggregate, which is effective not only in producing concrete of uniform quality, but also in the existing styrene and butadiene synthetic polymer modified concrete It is advantageous in terms of cost reduction because it can reduce the amount of use required.

특히, 1차 중합시 반응기 온도를 80℃로 승온하여 4시간 동안 진행하고, 반응 4시간 후 2차 중합 반응을 4시간 동안 진행한 후 반응을 종결시키는 것이 바람직하다.In particular, it is preferable to raise the reactor temperature to 80 ° C during the first polymerization and proceed for 4 hours, and after 4 hours of the reaction, proceed to the second polymerization reaction for 4 hours and terminate the reaction.

덧붙여, 상기 제1단계 후 제2단계 개시전에 상술한 계면분리억제제를 더 첨가한 후 제2단계를 수행할 수 있다.In addition, after the first step, before the start of the second step, the above-described interface separation inhibitor may be further added, and then the second step may be performed.

뿐만 아니라, 상기 제3단계에서, 방수-중성화억제제를 더 첨가할 수 있다.In addition, in the third step, a water-neutralization inhibitor may be further added.

즉, 중합을 종결하기 전에 합성폴리머 조성물 100중량부에 대해 나트륨-시트레이트 15중량부, 황산제1철(FeSO4.7H2O) 15중량부, N,N-디메틸에탄올아민 5중량부, 올레인산 10중량부로 이루어진 방수-중성화억제제를 더 첨가 혼합하여 2차 중합반응시킨 후 중합을 종결하도록 할 수 있다.That is, before terminating the polymerization, 15 parts by weight of sodium citrate, 15 parts by weight of ferrous sulfate (FeSO 4 .7H 2 O), 5 parts by weight of N, N-dimethylethanolamine, based on 100 parts by weight of the synthetic polymer composition, A further waterproofing-neutralization inhibitor composed of 10 parts by weight of oleic acid may be added and mixed to cause secondary polymerization to terminate polymerization.

이 경우, 나트륨-시트레이트(Na-citrate:Na3C6H5O7)는 방수 착체 형성을 위해 첨가되고, 황산제1철(FeSO4.7H2O)은 용해시 pH가 질산염이나 염산염에 비하여 높기 때문에 pH를 약염기 영역(7~9)으로 조절하여 별도로 pH 조절제(Na2CO3, K2HPO4, KH2PO4 등)을 첨가하지 않고도 콘크리트의 중성화을 막을 수 있어 상호 개시비율로 정확히 계량되어 배합되어야 한다. 그래야, 철-시트레이트 킬레이트 화합물을 원활히 생성하여 치밀한 조직을 갖는 균일한 방수구조를 갖출 수 있게 된다.In this case, sodium-citrate (Na-citrate: Na 3 C 6 H 5 O 7 ) is added to form a waterproof complex, and ferrous sulfate (FeSO 4 .7H 2 O) has a pH of nitrate or hydrochloride upon dissolution. Because it is higher than that, it is possible to prevent the neutralization of concrete without adding a pH adjuster (Na 2 CO 3 , K 2 HPO 4 , KH 2 PO 4, etc.) separately by adjusting the pH to a weak base region (7 ~ 9). It must be accurately weighed and formulated. Only then, the iron-citrate chelate compound can be smoothly generated to have a uniform waterproof structure having a dense structure.

그리고, N,N-디메틸에탄올아민(N,NDimethylethanol amine)은 부착력, 즉 접착력을 강화시켜 크랙 사이로 앵커링되면서 계면에서의 층분리를 억제키 위해 첨가된다.In addition, N, N-dimethylethanolamine (N, NDimethylethanol amine) is added to suppress layer separation at the interface while anchoring between cracks by enhancing adhesion, that is, adhesion.

아울러, 올레인산은 침투력을 높이게 크랙 침투 후 겔화를 촉진하여 고정 안정화에 기여하고, 점성을 유지하기 위해 첨가된다.In addition, oleic acid is added to contribute to stabilization of fixation and promote viscosity by promoting gelation after crack penetration to increase penetration.

이하, 실시예에 대하여 설명한다.Hereinafter, examples will be described.

[실시예 1][Example 1]

상술한 본 발명의 제조방법에 따라 합성폴리머를 제조하였다.Synthetic polymers were prepared according to the production method of the present invention.

[실시예 2][Example 2]

실시예 1과 동일하게 하되, 계면분리억제제를 더 첨가하였다.In the same manner as in Example 1, an interface separation inhibitor was further added.

[실시예 3][Example 3]

실시예 2와 동일하게 하되, 방수-중성화억제제를 더 첨가하였다.In the same manner as in Example 2, a water-neutralization inhibitor was further added.

그리고, 이들 합성 폴리머의 물성을 표 1에 나타내었는데, 비교를 위해 스티렌-부타디엔 폴리머의 경우를 비교예1로 하였다.In addition, the physical properties of these synthetic polymers are shown in Table 1. For comparison, the styrene-butadiene polymer was used as Comparative Example 1.

Figure 112020027735066-pat00001
Figure 112020027735066-pat00001

상기 표 1 결과에 의거하여, 본 발명의 제조방법으로 얻어진 실시예 1 내지 3은 중합후 레시듀(residue) 함량이 비교예 1에 비해 적은 것으로 나타났다. 이러한 결과는 중합을 2단계로 나누어 순차적으로 반응을 진행하는 것이 일괄적으로 진행하는 것보다 보다 안정적인 반응에 기인한 결과로 판단된다.Based on the results of Table 1, Examples 1 to 3 obtained by the production method of the present invention showed that the content of the residue after polymerization was lower than that of Comparative Example 1. These results are considered to be the result of a more stable reaction than dividing the polymerization into two stages and proceeding the reaction sequentially.

또한, 상기 표 1의 실시예 1 내지 3과 비교예 1의 폴리머 시료를 이용한 폴리머 혼입 콘크리트를 제작하였으며, 배합조건은 하기 표 2와 같다.In addition, polymer mixed concrete was prepared using the polymer samples of Examples 1 to 3 and Comparative Example 1 of Table 1, and the mixing conditions are shown in Table 2 below.

Figure 112020027735066-pat00002
Figure 112020027735066-pat00002

상기 표 2에서 각 콘크리트 조성물의 슬럼프는 200±50mm 범위 안으로 조정하여 시료를 제작할 경우, 비교예 1은 실시예 1 내지 3 대비 보다 많은 배합수량이 필요한 것으로 나타났다. In Table 2, when the slump of each concrete composition was adjusted to a range of 200 ± 50 mm to prepare a sample, Comparative Example 1 was found to require more compounding quantity than Examples 1 to 3.

상기 결과는 비교예 1의 경우, 중합 후 투입되는 계면활성제의 종류와 첨가량으로 분산성을 확보하는 반면, 실시예 1 내지 3은 폴리머 자체 공중합된 프롭-2-에노익산의 시멘트 입자와의 반발력을 이용하여 분산성을 확보하는 것으로 실시예 1 내지 실시예 3을 적용할 경우 콘크리트 생산시 첨가되는 배합수량을 일정하게 유지할 수 있고, 변동폭이 덜 민감하여 안정적인 콘크리트 생산 및 품질을 얻을 수 있음을 확인하였다.In the case of Comparative Example 1, while dispersibility is secured by the type and amount of surfactant added after polymerization, Examples 1 to 3 show the repulsive force of the polymer self-copolymerized prop-2-enoic acid with cement particles. When applying Examples 1 to 3 as securing dispersibility by using, it was confirmed that the amount of compounding added during the production of concrete can be kept constant and stable production and quality of concrete can be obtained because the fluctuation width is less sensitive. .

이때, 상기 표 2의 배합표에 사용된 속경성 시멘트의 물성은 하기 표 3과 같다.At this time, the properties of the fast-hardening cement used in the formulation table of Table 2 are shown in Table 3 below.

Figure 112020027735066-pat00003
Figure 112020027735066-pat00003

상기 표 2와 3에 의거 실시예 1 내지 3과 비교예 1로 조성된 콘크리트의 재령 부착강도(KS F 2762)는 하기 표 4와 같다.According to Tables 2 and 3, the adhesion strength (KS F 2762) of concrete formed in Examples 1 to 3 and Comparative Example 1 is shown in Table 4 below.

Figure 112020027735066-pat00004
Figure 112020027735066-pat00004

상기 표 4와 같이 실시예 1 내지 3은 비교예 1 대비 재령별 부착강도가 우수한 것으로 나타났다. 상기와 같은 결과는 실시예 1 내지 3 폴리머의 바깥부위를 형성하는 에테닐 아세테이트와 부틸 프롭-2-에노에이트 및 프롭-2-에노익산의 공중합 폴리머가 시멘트 입자와의 결합강도가 실시예보다 현저히 우수한 것으로 나타났으며, 특히 부틸 프롭-2-에노에이트의 함량이 높을수록 부착강도가 증진되는 것으로 나타났다.As shown in Table 4, Examples 1 to 3 were found to have better adhesion strength by age compared to Comparative Example 1. The above results indicate that the copolymer strength of ethenyl acetate and butyl prop-2-enoate and prop-2-enoic acid forming the outer regions of the polymers of Examples 1 to 3 was significantly higher than that of the Examples. It was found to be excellent, and in particular, the higher the content of butyl prop-2-enoate, the better the adhesion strength.

Figure 112020027735066-pat00005
Figure 112020027735066-pat00005

아울러, 콘크리트의 강도는 상기 표 5와 같이 실시예 1 내지 3은 비교예 1 대비 전반적으로 압축강도가 높은 것으로 나타났다. 이러한 결과는 실시예 1 내지 3과 시멘트 입자간 결합강도가 높아 수직적 파괴강도 저항성이 증진한 결과이다. 또한 재령별 강도의 차이는 실시예 1 내지 3 폴리머 입자가 시멘트 입자내 에트링자이트 등의 강도 발현 물질의 생성에 방해가 되지 않으면서 내부 공극 충진효과를 부여하는 것으로 나타났다.In addition, the strength of the concrete, as shown in Table 5, Examples 1 to 3 were found to have higher overall compressive strength than Comparative Example 1. These results show that the bonding strength between Examples 1 to 3 and the cement particles is high, thereby improving the resistance to vertical fracture strength. In addition, the difference in strength according to age was found that the polymer particles of Examples 1 to 3 impart an internal void filling effect without interfering with the generation of a strength-expressing material such as ettringite in cement particles.

Figure 112020027735066-pat00006
Figure 112020027735066-pat00006

또한, 마모저항성의 경우, 상기 표 6은 실시예 1 내지 3의 마모성이 비교예 1 대비 적게 나타났으며, 실시예 1 내지 3의 폴리머와 시멘트 입자간 결합강도와 재령별 강도 증진 성분의 생성에 따른 콘크리트 내부 공극의 치밀한 충진효과에 기인한 것으로 사료된다.In addition, in the case of abrasion resistance, Table 6 shows that the abrasive properties of Examples 1 to 3 were less than those of Comparative Example 1, and in the formation of the bonding strength between polymers and cement particles of Examples 1 to 3 and strength-enhancing components according to age. It is believed that this is due to the dense filling effect of the pores in the concrete.

Figure 112020027735066-pat00007
Figure 112020027735066-pat00007

또한, 상기 표 7에서와 같이, 실시예 1 내지 3은 실시예 대비 높은 동결융해안정성을 갖는 것으로 나타났다. 상기와 같은 결과는 실시예 1 내지 3 폴리머가 콘크리트 내부구조의 공극을 채워주는 충진 및 방수성 부여와 에트링자이트 생성과 성장을 촉진하여 보다 견고하고 치밀한 내부결합구조를 갖음으로서 온도변화에 따른 콘크리트의 수축,이완 반복시 보다 안정적인 치수안정성 및 온보변화 안정성을 갖는 것으로 나타났다.In addition, as shown in Table 7, Examples 1 to 3 were found to have higher freeze-thaw stability than Examples. The above results show that the polymers of Examples 1 to 3 fill the voids of the concrete internal structure, provide filling and waterproofing properties, and promote the generation and growth of etrinsite to have a more robust and dense internal bonding structure, resulting in concrete according to temperature changes. It has been shown to have more stable dimensional stability and stability of warming change when repeated shrinkage and relaxation of.

Figure 112020027735066-pat00008
Figure 112020027735066-pat00008

뿐만 아니라, 실시예 1 내지 3은 상기 표 8에서와 같이, 비교예 1 대비 우수한 염분침투안정성을 갖는 것으로 나타났다. 상기와 같은 결과는 실시예 1 내지 3의 폴리머가 콘크리트 내부구조의 공극을 폴리머 필름에 의한 충진효과와 에트링자이트 등과 같은 강도증진 물질의 생성과 성장에 방해가 되지 않음으로서 콘크리트 내부 공극구조가 보다 치밀해진 결과에 기인한 것이다.In addition, Examples 1 to 3, as shown in Table 8, was found to have excellent salt penetration stability compared to Comparative Example 1. The above results show that the polymers of Examples 1 to 3 do not interfere with the effect of filling the pores of the concrete internal structure with the polymer film and the generation and growth of strength-enhancing materials such as etringite. This is due to more precise results.

덧붙여, 본 발명에 따른 합성폴리머가 조강시멘트에도 적용될 수 있는지 그 특성을 확인하기 위해 아래 표 9와 같은 배합조건으로 조성하였다.In addition, in order to confirm the properties of the synthetic polymer according to the present invention can also be applied to crude steel cement, it was formulated in the mixing conditions as shown in Table 9 below.

Figure 112020027735066-pat00009
Figure 112020027735066-pat00009

상기 표 9에서 각 콘크리트 조성물의 슬럼프는 200±50mm 범위 안으로 조정하여 시료를 제작할 경우, 비교예 1은 실시예 1 내지 3 대비, 보다 많은 배합수량이 필요한 것으로 나타났다. 이러한 결과는 상기 표 2와 같은 경향의 결과를 보여주었으며, 실시예 1 내지 3의 아크릴계 이중구조 폴리머의 시멘트 혼화 및 분산성이 비교예보다 우수하여 동일 슬럼프를 갖는 배합조건시 사용되는 배합수량을 줄일 수 있는 동시에 감량된 배합수량을 통해 보다 콘크리트의 내구성을 개선하는데 효과적인 것으로 나타났다.In Table 9, when the slump of each concrete composition was adjusted to be within the range of 200 ± 50 mm, a comparative example 1 was found to require more compounding quantity than Examples 1 to 3. These results showed the results of the tendency shown in Table 2 above, and the cement admixture and dispersibility of the acrylic double structure polymers of Examples 1 to 3 were superior to those of the comparative examples, thereby reducing the amount of compounding used in the mixing conditions having the same slump. At the same time, it was found to be more effective in improving the durability of concrete through reduced compounding.

그리고, 조강시멘트의 물성은 아래 표 10과 같다.And, the properties of crude steel cement are shown in Table 10 below.

Figure 112020027735066-pat00010
Figure 112020027735066-pat00010

이에 근거하여, 본 발명에 따른 합성폴리머를 조강시멘트에 적용한 콘크리트의 부착강도, 콘크리트의 강도, 마모저항성, 동결융해저항성, 염분침투저항성을 상술한 방법과 동일하게 테스트한 결과, 상술한 속경시멘트에 적용한 것과 대등하게 기존보다 월등히 우수한 특성을 보였다.Based on this, the adhesion strength of the concrete, the strength of the concrete, the abrasion resistance, the freeze-thaw resistance, and the salt penetration resistance of the concrete applied to the crude steel cement according to the present invention were tested in the same manner as the above-described method, and the above-described fast-cement cement was applied. Compared to the applied one, it showed superior characteristics over the previous one.

Claims (2)

몰탈 또는 콘크리트용 다중 합성폴리머를 만들기 위한 조성물에 있어서;
상기 합성폴리머 제조용 조성물은 벤조일 퍼옥사이드(benzoyl peroxide) 0.1-0.3 중량%, 도데실 벤젠 설페이트(dodecyl benzene sulfate) 0.1-0.5 중량%, 에틸 프롭-2-에노에이트(ethyl prop-2-enoate) 30-50 중량%, 메틸 2-메틸프롭-2-에노에이트(methyl 2-methyl prop-2-enoate) 1.0-20 중량%, 에테닐 아세테이트(ethenyl acetate) 20-40중량%, 부틸 프롭-2-에노에이트(butyl prop-2-enoate) 10-30중량%, 프롭-2-에노익산(prop-2-enoic acid) 1.0-5.0 중량% 및 터셔리-부틸 하이드로퍼옥사이드(tertiary-butyl hydroperoxide) 0.1~0.5중량%를 포함하는 것을 특징으로 하는 몰탈 또는 콘크리트용 다중 합성폴리머 제조용 조성물.
In the composition for making multiple synthetic polymers for mortar or concrete;
The composition for preparing the synthetic polymer is benzoyl peroxide 0.1-0.3% by weight, dodecyl benzene sulfate 0.1-0.5% by weight, ethyl prop-2-enoate 30 -50 wt%, methyl 2-methyl prop-2-enoate 1.0-20 wt%, ethenyl acetate 20-40 wt%, butyl prop-2- 10-30 wt% of butyl prop-2-enoate, 1.0-5.0 wt% of prop-2-enoic acid and tertiary-butyl hydroperoxide 0.1 A composition for preparing multiple synthetic polymers for mortar or concrete, characterized in that it contains ~ 0.5% by weight.
청구항 1에 기재된 합성폴리머 제조용 조성물을 이용하여 몰탈 또는 콘크리트용 다중 합성폴리머를 제조하는 방법에 있어서;
벤조일 퍼옥사이드, 도데실 벤젠 설페이트를 포함한 유화제 및 반응개시제 절반을 에틸 프롭-2-에노에이트, 메틸 2-메틸프롭-2-에노에이트를 포함한 1차 모노머에 투입하여 1차 중합반응을 시작하는 제1단계;
상기 제1단계를 통해 얻어진 1차 중합반응물에 에테닐 아세테이트, 부틸 프롭-2-에노에이트, 프롭-2-에노익산을 포함하는 2차 모노머와 상기 유화제 및 반응개시제의 남은 절반을 마저 투입하여 2차 중합반응을 진행하는 제2단계;
상기 제2단계를 통해 얻어진 2차 중합반응물에 터셔리-부틸 하이드로 퍼옥사이드를 투입하여 중합반응을 종결시키는 제3단계;를 포함하는 것을 특징으로 하는 몰탈 또는 콘크리트용 다중 합성폴리머 제조방법.
In the method for producing a multi-synthetic polymer for mortar or concrete using the composition for preparing a synthetic polymer according to claim 1;
Ethylene emulsifier including benzoyl peroxide, dodecyl benzene sulfate and half of the reaction initiator are added to the primary monomer including ethyl prop-2-enoate and methyl 2-methylprop-2-enoate to initiate the primary polymerization reaction. Step 1;
To the primary polymerization reaction product obtained through the first step, a second monomer including ethenyl acetate, butyl prop-2-enoate, and prop-2-enoic acid, and the remaining half of the emulsifier and reaction initiator are added, and 2 A second step of conducting a secondary polymerization reaction;
A method for preparing a multi-synthetic polymer for mortar or concrete comprising; a third step of terminating a polymerization reaction by introducing tertiary-butyl hydroperoxide into the secondary polymerization reaction product obtained through the second step.
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