KR100386969B1 - The method for manufacturing and Unsaturated Polyester Mortar - Google Patents

The method for manufacturing and Unsaturated Polyester Mortar Download PDF

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KR100386969B1
KR100386969B1 KR10-1999-0047091A KR19990047091A KR100386969B1 KR 100386969 B1 KR100386969 B1 KR 100386969B1 KR 19990047091 A KR19990047091 A KR 19990047091A KR 100386969 B1 KR100386969 B1 KR 100386969B1
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weight
parts
ratio
unsaturated polyester
mortar
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KR20000000485A (en
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조영국
소양섭
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대한민국 (전북대학 총장)
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    • 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
    • C04B16/00Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/04Macromolecular compounds
    • C04B16/08Macromolecular compounds porous, e.g. expanded polystyrene beads or microballoons
    • 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
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/10Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B26/18Polyesters; Polycarbonates
    • 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
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00482Coating or impregnation materials
    • 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
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction
    • 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
    • C04B2111/34Non-shrinking or non-cracking materials
    • 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
    • C04B2111/60Flooring materials
    • 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

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Macromonomer-Based Addition Polymer (AREA)

Abstract

본 발명은 역학적 성질 및 내구성, 내약품성등이 우수하기 때문에 바닥재, 포장보수재, 방식라이닝제, 접착제, 프리캐스트제품 등 건설재료로 사용되는 불포화 폴리에스테르 수지를 결합재로 한 폴리머 모르타르에 관한 것이다.The present invention relates to a polymer mortar comprising an unsaturated polyester resin, which is used as a construction material such as flooring, packaging repair, anticorrosive lining, adhesive, and precast product, because of excellent mechanical properties, durability, and chemical resistance.

결합재로 오르토프탈산염계 불포화폴리에스테르 16중량부, 충전재를 16중량부, 골재 68중량부, 폴리스티렌수지(PS)10~50중량부, 발포폴리스티렌(EPS)/폴리스티렌수지(PS)10~50중량부로 하여 메틸에틸케톤퍼옥사이드1중량부로 혼합하여 금형몰드에 넣고 20℃에서 제조한 후 양생함을 특징으로 하는 불포화폴리에스테르 모르타르 {Unsaturated Polyester Mortar} 및 그 제조방법에 관한 것이다.As a binder, 16 parts by weight of orthophthalate-based unsaturated polyester, 16 parts by weight of filler, 68 parts by weight of aggregate, 10 to 50 parts by weight of polystyrene resin (PS), 10 to 50 parts by weight of polystyrene (EPS) / polystyrene resin (PS) The present invention relates to an unsaturated polyester mortar which is mixed with 1 part by weight of methyl ethyl ketone peroxide, prepared in a mold mold, and cured at 20 ° C., and a method for producing the same.

Description

불포화 폴리에스테르 모르타르 및 그의 제조방법{The method for manufacturing and Unsaturated Polyester Mortar}Unsaturated polyester mortar and its manufacturing method {The method for manufacturing and Unsaturated Polyester Mortar}

본 발명은 역학적 성질 및 내구성, 내약품성등이 우수하기 때문에 바닥재, 포장보수재, 방식라이닝제, 접착제, 프리캐스트제품 등 건설재료로 사용되는 불포화 폴리에스테르 수지를 결합재로 한 불포화 폴리에스테르 모르타르 및 그의 제조방법에 관한 것이다.Since the present invention is excellent in mechanical properties, durability, chemical resistance, etc., unsaturated polyester mortar made of a binder of unsaturated polyester resins used as construction materials, such as flooring materials, packaging repair materials, anticorrosive lining agents, adhesives, and precast products, and their preparation It is about a method.

일반적으로 불포화 폴리에스테르 모르타르, 또는 콘크리트의 경화수축은 매우 커서 매트릭스 내부에 균열이나 내부응력을 발생시켜 접착물량이나 치수 불안정과 같은 문제점을 초래할 수 있다. 그래서 현재 불포화폴리에스테르(이하 'UP'라 한다) 생산업체 및 학계에서 이 경화수축을 방지하기 위한 수단이 연구되어지고 있으나 뚜렷한 성과를 거두지 못하고 있으며, 특히 상온경화용 저수축 UP의 개발은 난제로 남아있는 실정이다. 경화수축 방지의 수단에는 무기질 충진제, 열가소성 수지의 혼입, 가열경화등의 방법이 있다. 열가소성 수지의 혼입은 폴리에스테르중이 미 분산 ( 약 0.5μ)상태로 존재하는 열가소성 수지가 경화 시 팽창 및 충진작용을 일으켜 폴리에스테르의 경화에 수반한 수축을 보완하는 작용을 이용하는 것이다.In general, the hardening shrinkage of unsaturated polyester mortar or concrete is very large, causing cracks or internal stresses in the matrix, which may cause problems such as adhesion amount or dimensional instability. Therefore, the means for preventing this hardening shrinkage are being researched by unsaturated polyester (UP) producers and academia, but they have not been able to achieve clear results. Especially, the development of low-shrinkage UP for room temperature curing is difficult. It remains. Means for preventing hardening shrinkage include inorganic fillers, mixing of thermoplastic resins, heat curing, and the like. The incorporation of the thermoplastic resin utilizes the action of the thermoplastic resin, which is present in the undispersed (about 0.5 micron) state in the polyester, causes expansion and filling action upon curing to compensate for shrinkage accompanying the curing of the polyester.

상기와 같은 문제점을 해결하기 위해 안출된 것으로서, 본 발명은 열경화성인 불포화폴리에스테르 수지에 열가소성인 스티렌 수지를 혼합하여 사용함으로써 불포화폴리에스테르 수지의 경화기구 중 스티렌 수지가 수축보완 효과를 일으켜 UP모르타르의 경화수축을 저감시키며, 또한 본 발명에서 사용된 스티렌 수지는 폐 발포 폴리스티렌을 스티렌 모노머로 액화시킨 것으로서 자원을 재활용할 수 있는 불포화폴리에스테르 모르타르{Unsaturated Polyester Mortar} 및 그의 제조방법을 제공하는데 그 목적이 있는 것이다.In order to solve the problems described above, the present invention by mixing a thermoplastic styrene resin with a thermosetting unsaturated polyester resin styrene resin in the curing mechanism of the unsaturated polyester resin causes a shrinkage-complementary effect of UP mortar The purpose of the present invention is to provide an unsaturated polyester mortar and a method for producing the same, which reduce hardening shrinkage, and in which the styrene resin used in the present invention is liquefied waste foamed polystyrene with a styrene monomer, which can recycle resources. It is.

상기한 바와 같은 목적을 달성하기 위하여 본 발명은 오르토프탈산염계 (Orthophthalate), 불포화 폴리에스테르(Unsaturated Polyester:UP) 수지, 스티렌 모노머(Styrene Monomer:SM. (비중 0.906))를 사용하여 스티로폴을 용해액, 촉매는 메틸 에틸 케톤 퍼옥사이드(Methyl Ethyl Keton Peroxide : MEKPO), 충진재는 중질탄산칼슘(CaCO3)을, 골재는 주문진산 표준사(Standard Sand) 및 규사(Silica Sand), 발포 폴리스티렌(Expanded Polystyren : EPS; 밀도:15㎏/㎥)으로 조성된 불포화폴리에스테르 모르타르{Unsaturated Polyester Mortar} 및 콘크리트{Unsaturated Polyester Concrete}에 관한 것이다.In order to achieve the above object, the present invention uses orthophthalate, unsaturated polyester (UP) resin, and styrene monomer (Styrene Monomer: SM. (Specific gravity 0.906)) to dissolve styropol. The catalyst is methyl ethyl ketone peroxide (MEKPO), the filler is calcium carbonate (CaCO 3 ), the aggregate is standard sand and silica sand, expanded polystyrene (expanded polystyren). : EPS; Density: 15 kg / m 3) Unsaturated Polyester Mortar and Unsaturated Polyester Concrete.

본 발명에서 사용되는 결합재는 일반성형용 오르토프탈산염계 (Orthophthalate), 불포화 폴리에스테르(Unsaturated Polyester:UP)수지를 사용하였으며 그 성질은 표1과 같다.As the binder used in the present invention, orthophthalate-based and unsaturated polyester (UP) resins for general molding were used, and their properties are shown in Table 1.

표 1불포화 폴리에스테르수지의 성질 Table 1 Properties of Unsaturated Polyester Resin

Specificgravity (20℃)Specificgravity (20 ℃) acid valueacid value Viscosity(20m℃.Paㆍs)Viscosity (20m ℃ .Pa · s) Gel time(min.)Gel time (min.) 1.12 ±0.021.12 ± 0.02 23 ±423 ± 4 125125 12.412.4

용재는 99.0%의 스티렌 모노머(Styrene Monomer:SM. (비중 0.906))를 사용하여 스티로폴을 용해 시켰다.As the solvent, styrene monomer was dissolved using 99.0% of styrene monomer (Styrene Monomer: SM., Specific gravity 0.906).

촉매는 메틸 에틸 케톤 퍼옥사이드(Methyl Ethyl Keton Peroxide : MEKPO)를 사용하였다.The catalyst used was methyl ethyl ketone peroxide (MEKPO).

충진재 및 골재Filling and Aggregate

충진재는 중질탄산칼슘(CaCO3)을, 골재는 주문진산 표준사(Standard Sand) 및 규사(Silica Sand)를 사용하였다. 표 2는 중질탄산칼슘의 일반적인 성질을 나타냈다.The filling material used heavy calcium carbonate (CaCO 3 ), and the aggregate used standard sand and silica sand. Table 2 shows the general properties of heavy calcium carbonate.

표2 중질산칼슘의 성질Table 2 Properties of Calcium Nitrate

SpecificgravitySpecificgravity Unit weightUnit weight Surface area(㎠/g)Surface area (㎠ / g) Water content(%)Water content (%) 2.72.7 0.9840.984 2,5002,500 ≤0.1≤0.1

발포 폴리스티렌(Expanded Polystyren : EPS; 밀도:15㎏/㎥)은 건설폐기물로 발생되는 건축용 단열재를 사용하였다.Expanded Polystyren (EPS) (density: 15 kg / m 3) used building insulation generated as construction waste.

이하 실시예를 통하여 본 발명을 상세히 설명하기로 한다.Hereinafter, the present invention will be described in detail through examples.

실시예1Example 1

결합재로 오르토프탈산염계 불포화폴리에스테르 16중량부, 탄산칼슘 16중량부, 골재 68중량부, 로하여 메틸에틸케톤퍼옥사이드1중량부,로 혼합하여 금형몰드에 넣고 20℃에서 소정의 기간동안 양생하여 제조하였다.(설명 : 실험종류에 따른 양생기간이 약간씩 다름)16 parts by weight of orthophthalate-based unsaturated polyester, 16 parts by weight of calcium carbonate, 68 parts by weight of aggregate, and 1 part by weight of methyl ethyl ketone peroxide were mixed into a mold mold and cured at a temperature of 20 ° C. for a predetermined period. (Description: Curing period varies slightly depending on the type of experiment)

양생방법은 20℃에서 24시간 양생하였다. (실험항목에 따라 양생기간이 달라지는데 강도시험은 20℃에서 24시간 양생 후 실험을 한다.)The curing method was cured for 24 hours at 20 ℃. (The curing period varies depending on the test item. The strength test is performed after curing for 24 hours at 20 ℃.)

제조과정은 다음과 같다.The manufacturing process is as follows.

스티로폴분쇄(20~40mm) - 스티로폴용해 - UP혼합 - 촉매첨가 - 교반 - 성형 - 양생Styropol Grinding (20 ~ 40mm)-Styropol Dissolution-UP Blending-Addition of Catalyst-Stirring-Molding-Curing

실시예2Example 2

결합재로 오르토프탈산염계 불포화폴리에스테르 16중량부, 탄산칼슘 16중량부, 골재 68중량부, 폴리스티렌수지(PS)10중량부로하여 메틸에틸케톤퍼옥사이드1중량부,로 혼합하여 금형몰드에 넣고 20℃에서 제조 후 양생하였다.16 parts by weight of orthophthalate-based unsaturated polyester, 16 parts by weight of calcium carbonate, 68 parts by weight of aggregate, and 10 parts by weight of polystyrene resin (PS) were mixed with 1 part by weight of methyl ethyl ketone peroxide, and placed in a mold mold. Cured after the manufacture.

실시예3Example 3

결합재로 오르토프탈산염계 불포화폴리에스테르 16중량부, 탄산칼슘 16중량부, 골재 68중량부, 폴리스티렌수지(PS)10중량부, 발포폴리스티렌(EPS) / 폴리스티렌수지(PS)10중량부로하여 메틸에틸케톤퍼옥사이드1중량부로 혼합하여 금형몰드에 넣고 20℃에서 제조 후 양생하였다.As the binder, methyl ethyl ketone (16 parts by weight of orthophthalate-based unsaturated polyester, 16 parts by weight of calcium carbonate, 68 parts by weight of aggregate, 10 parts by weight of polystyrene resin (PS), 10 parts by weight of expanded polystyrene (EPS) / polystyrene resin (PS)) 1 part by weight of peroxide was mixed into a mold mold and cured at 20 ° C. after manufacture.

실시예4Example 4

결합재로 오르토프탈산염계 불포화폴리에스테르 16중량부, 탄산칼슘 16중량부, 골재 68중량부, 폴리스티렌수지(PS)10중량부, 발포폴리스티렌수지(EPS))/폴리스티렌수지(PS)20중량부로하여 메틸에틸케톤퍼옥사이드1중량부,로 혼합하여 금형몰드에 넣고 20℃에서 제조 후 양생하였다.16 parts by weight of orthophthalate-based unsaturated polyester, 16 parts by weight of calcium carbonate, 68 parts by weight of aggregate, 10 parts by weight of polystyrene resin (PS), expanded polystyrene resin (EPS)) and 20 parts by weight of polystyrene resin (PS) 1 part by weight of ethyl ketone peroxide, and mixed in a mold mold was prepared after curing at 20 ℃.

실시예5~26Examples 5-26

상기 실시예4와 동일한 제조방법으로 제조하며, 조성물 및 조성비는 표3에 나타난바와 같다.Prepared by the same production method as Example 4, the composition and composition ratio are as shown in Table 3.

표.3 폴리머 모르타르의 배합표Table 3 Formulation Table of Polymer Mortar

실시예Example [EPS/PS](중량부)[EPS / PS] (parts by weight) [PS/UP](중량부)[PS / UP] (part by weight) 결합재(UP)(중량부)Binder (UP) (parts by weight) 충전재(중량부)Filling material (part by weight) 골재(중량부)Aggregate (parts by weight) 실시예 1Example 1 00 00 1616 1616 6868 실시예 2Example 2 00 1010 실시예 3Example 3 1010 실시예 4Example 4 2020 실시예 5Example 5 3030 실시예 6Example 6 5050 실시예 7Example 7 00 2020 실시예 8Example 8 1010 실시예 9Example 9 2020 실시예 10Example 10 3030 실시예 11Example 11 5050 실시예 12Example 12 00 3030 실시예 13Example 13 1010 실시예 14Example 14 2020 실시예 15Example 15 3030 실시예 16Example 16 5050 실시예 17Example 17 00 4040 실시예 18Example 18 1010 실시예 19Example 19 2020 실시예 20Example 20 3030 실시예 21Example 21 5050 실시예 22Example 22 00 5050 실시예 23Example 23 1010 실시예 24Example 24 2020 실시예 25Example 25 3030 실시예 26Example 26 5050

실험예1(샘플의 제작 및 양생방법)Experimental Example 1 (Production and Curing Method of Sample)

본 실험에서 폴리머 모르타르의 배합은 표 3과 같이 결합재비를 16중량부, 탄산칼슘을 결합재의 100%인 16중량부, 그리고 골재비를 68중량부로 하였고 폴리스티렌 수지(PS)의 첨가비를 결합재(UP)에 대하여 0, 10, 20, 30, 40, 50의 중량부로 변화시켰다. 스티로폴의 용해는 70℃ 항온수조에서 실시하였으며 EPS/PS 는 0, 10, 20, 30, 40, 50의 중량부로 하였다. 압축강도 및 휨강도 시험은 40 ×40 ×160㎜, 경화수축 시험은 75 ×100 ×400㎜ 의 금형몰드를 각각 사용하였으며 샘플 제작 후 소정의 기간동안 기중양생(20℃, 50%RㆍH)을 실시하였다. 여기서 촉매는 결합재량의 1%를 사용하였다.In the experiment, the mixing ratio of the polymer mortar was 16 parts by weight of the binder, 16 parts by weight of calcium carbonate (100%), and 68 parts by weight of the aggregate, and the addition ratio of the polystyrene resin (PS) was used as the binder ( UP) to 0, 10, 20, 30, 40, 50 parts by weight. Dissolution of styropol was carried out in a 70 ℃ constant temperature water bath and EPS / PS was 0, 10, 20, 30, 40, 50 parts by weight. The mold strength of 40 × 40 × 160 mm for the compressive strength and flexural strength test and 75 × 100 × 400 mm for the hardening shrinkage test were used respectively, and the air curing (20 ℃, 50% R · H) was performed for a predetermined period after the sample was manufactured. Was carried out. Here, the catalyst used 1% of the binder amount.

수지의 점도측정 :Viscosity Measurement of Resin:

폴리스티렌 수지를 첨가한 폴리에스테르수지의 점도를 브록필드 점도계를 사용하여 측정하였다. 측정 시 수지온도 20℃ 항온상태로 실시하였다.The viscosity of the polyester resin to which the polystyrene resin was added was measured using the Brockfield viscometer. The measurement was carried out at a resin temperature of 20 ° C. constant temperature.

UP수지는 용도에 따라 화학적 중점법을 이용하여 점도를 증가시키기도 하고 수지의 분자량 조절이나 희석제의 첨가를 통해 점도를 감소시키기도 하는데, 건설재료로서의 폴리머 모르타르 및 콘크리트를 개발하는데 있어서는 양호한 시공성을 갖는 저점도의 수지가 필요하므로 시판되는 UP수지에는 점도를 낮추기 위해 반응성 희석제인 스티렌모노머가 30~40중량부정도 함유되어 있다. 그러나 스티렌모노머의 과다한 첨가는 가도에 영향을 미치므로 그 첨가량의 적절한 조정이 필요하다. 표2는 EPS/PS비 및 PS/UP비에 따른 결합재의 점도를 나타내고 있다. 수지의 점도는 EPSUP resins can be used to increase the viscosity by using chemical centering methods, or they can be reduced by adjusting the molecular weight of resins or adding diluents. In the development of polymer mortar and concrete as construction materials, low viscosity with good workability Since the resin is required, commercially available UP resins contain about 30 to 40 parts by weight of styrene monomers, which are reactive diluents, in order to lower the viscosity. However, excessive addition of styrene monomer affects the degree of addition, and therefore, an appropriate adjustment of the amount of addition is necessary. Table 2 shows the viscosity of the binder according to the EPS / PS ratio and PS / UP ratio. The viscosity of the resin is EPS

/PS비가 50중량부일 때는 높은 점도를 나타내었다. PS/UP비의 증가에 따른 영향은When the / PS ratio was 50 parts by weight, high viscosity was shown. The impact of increased PS / UP ratio

EPS/PS비가 30중량부이하인 저 농도 PS수지에서는 감소하는 경향을 보였으나 EPS/PS비가 그 이상이 될 경우에는 오히려 증가하는 것으로 나타났다.The low-density PS resin, whose EPS / PS ratio was below 30 parts by weight, tended to decrease, but increased when the EPS / PS ratio was higher.

표 4. EPS/PS비 및PS/UP비에 따른 결합재의 점도Table 4. Viscosity of binder according to EPS / PS ratio and PS / UP ratio

슬럼프- 플로우 시험 :Slump-flow test:

슬럼프 시험은 KS F 2474(폴리머 시멘트 모르타르의 슬럼프 시험방법)에 준하여 실시하였고, 동 시에 플로우 값도 측정하였다.The slump test was conducted according to KS F 2474 (method of slump test of polymer cement mortar), and at the same time, the flow value was also measured.

표 3은 UP모르타르의 슬럼프를, 표 4는 플로우를 측정한 결과이다. UP모르타르의 슬럼프 및 프로우는 EPS/PS비에 따라서는 거의 변화가 없었고 PS/UP비에 따른 영향을 크게 만든 것으로 나타났는데 앞의 점도 측정의 결과에서와는 달리 EPS/PS비 30중량부 이상에서도 PS/UP비가 증가함에 따라서슬럼프-플로우값이 증가하는 경향을 나타낸 것은 모르타르의 유동성을 좌우하는 수지의 상대적인 량(UP·PS)이 증가했기 때문으로 사료된다.Table 3 shows the slump of the UP mortar, and Table 4 shows the result of measuring the flow. The slump and prowe of UP mortar showed little change depending on the EPS / PS ratio, and the effect of PS / UP ratio was shown to be large. Unlike the results of the previous viscosity measurement, the PS / PS ratio was higher than 30 parts by weight. The slump-flow value tends to increase as the UP ratio increases because the relative amount of resin (UP · PS) that influences the flow of mortar increases.

표5. EPS/PS비 및 PS/UP비에 따른 슬럼프Table 5. Slump according to EPS / PS ratio and PS / UP ratio

표6. EPS/PS비 및 PS/UP비에 따른 플로우Table 6. Flow according to EPS / PS ratio and PS / UP ratio

사용가능시간 측정 :Usable time measurement:

UP모르타르의 사용가능시간은 KS F 2484(폴리에스테르 레진 콘크리트의 사용가능시간 측정방법, 촉감법)에 준하여 양생온도 20℃에서 실시하였다.The usable time of UP mortar was conducted at curing temperature of 20 ° C. according to KS F 2484 (Measurement of Usable Time of Polyester Resin Concrete, Tactile Method).

UP모르타르 및 콘크리트의 사용가능시간은 수지의 조성, 양생온도, 개시제, 촉진제의 종류 및 사용량에 의해서 크게 변화된다. 따라서 이들 조건을 변화시켜직업가능시간을 조정 할 수 있는데 보통 10분~60분 사이에서 사용되고 있다. 표 5는 EPS/PS비 및 PS/UP비의 증가, 즉 결합재 안의 스티렌모노머 양이 증가함에 따라서는 길어지는 것으로 나타났으나 EPS/PS비의 증가에 따라서는 소폭으로 단축되는 경향을 보였다.The usable time of UP mortar and concrete is greatly changed by the composition of resin, curing temperature, initiator, type of accelerator and usage. Therefore, the working hours can be adjusted by changing these conditions, which are usually used between 10 and 60 minutes. Table 5 shows that the EPS / PS ratio and the PS / UP ratio increase, that is, the length increases as the amount of styrene monomer in the binder increases, but decreases slightly as the EPS / PS ratio increases.

표7. EPS/PS비 및 PS/UP비에 따른 사용가능시간Table 7. Available time according to EPS / PS ratio and PS / UP ratio

휨 및 압축강도 시험 :Flexural and compressive strength test:

휨강도 시험은 KS F 2482(폴리에스테르 레진 콘크리트의 휨강도 시험방법),압축강도 시험은 휨강도 시험 후, 2등분 된 공시체를 사용하였다For flexural strength test, KS F 2482 (Test method for flexural strength of polyester resin concrete), and for compressive strength test, specimens were divided into two parts after flexural strength test.

UP모르타르의 압축강도:Compression strength of UP mortar:

표 6은 EPS/PS비 및 PS/UP비에 따른 UP모르타르의 압축강도를 나타낸 것이다 보통 UP모르타르 및 콘크리트의 압축강도는 결합재 함유율에 의해서도 영향을 받는다. 본 실험에서는 EPS/PS비의 증감에 따른 압축강도의 변화는 매우 적은 것으로 나타났으며 PS/UP비의 증가, 즉 결합재(UP)에 첨가되는 PS의 양이 증가됨에 따라서는 압축강도가 소폭으로 감소되는 것으로 나타났다. 특히 PS/UP비가 40중량부 이상이 될 때는 그 감소의 폭이 큰 것으로 나타났다. 이것은 열가소성수지인 스티렌모노머의 잉여중합물이 경화체내에 섞여 있기 때문이며, 또한 UP모르타르의 강도를 지배할 수 있는 UP의 상대적인 양이 감소되었기 때문인 것으로 생각된다.Table 6 shows the compressive strength of UP mortar according to EPS / PS ratio and PS / UP ratio. The compressive strength of UP mortar and concrete is also affected by the binder content. In this experiment, the change of compressive strength due to increase / decrease of EPS / PS ratio was very small. As the PS / UP ratio was increased, that is, the amount of PS added to the binder (UP) was increased, It was found to decrease. Especially, when the PS / UP ratio is 40 parts by weight or more, the decrease was large. This is because the surplus polymer of the styrene monomer, which is a thermoplastic resin, is mixed in the cured product, and it is considered that the relative amount of UP that can dominate the strength of the UP mortar is reduced.

표8. EPS/PS비 및 PS/UP비에 따른 압축강도Table 8. Compressive strength according to EPS / PS ratio and PS / UP ratio

UP모르타르의 휨강도;Flexural strength of UP mortar;

표 7는 EPS/PS비 및 PS/UP비에 따른 UP모르타르의 휨강도를 나타낸 것이다. UP모르타르 휨강도는 진술한 압축강도와 유사한 경향을 나타냈다. UP모르타르의 휨강도 또한 EPS/PS비에 따른 변화는 적었으며, PS/UP비 증가에 따라 소폭의 강도감소현상을 보였는데 특히 PS/UP비가 40중량부 이상이 될 때는 그 감소의 폭이 큰 것으로 나타났다.Table 7 shows the flexural strength of UP mortar according to EPS / PS ratio and PS / UP ratio. The UP mortar flexural strength tended to be similar to the compressive strength stated. The flexural strength of UP mortar also showed little change according to the EPS / PS ratio, and showed a slight decrease in strength as the PS / UP ratio increased, especially when the PS / UP ratio was 40 parts by weight or more. appear.

표9.EPS/PS비 및 PS/UP비에 따른 휨강도Table 9 Flexural Strength According to EPS / PS Ratio and PS / UP Ratio

경화수축 시험 :Hardening Shrinkage Test:

샘플의 경화에 의한 수축율은 75 ×100 ×400㎜ 샘플의 양단 중앙부에 다이얼게이지를 사용한 길이변화율로써 측정하였다. 경화 수축율은 촉매(MEKPO)를 결합제에 혼입 할 때 측정하여 경화에 의한 수축의 변화가 거의 없는 40시간까지 매시간 측정하였다.Shrinkage by curing of the sample was measured as the length change rate using the dial gauge at the center of both ends of the 75 × 100 × 400 mm sample. The cure shrinkage was measured every hour until 40 hours when the catalyst (MEKPO) was incorporated into the binder and there was little change in shrinkage due to cure.

표 8은 UP모르타르의 EPS/PS비 및 PS/UP비에 따른 경화수축율을 나타내고 있다. 플레인 모르타르의 경화수축률 은 54.5 ×10-4이으나 스티로폴 용해액의 첨가 량이 증가함에 따라서 현저한 수축감소 효과를 보였는데 최고 13.62 ×10-4의 수축률이라는 수축감소 효과를 얻을 수 있었다. 이는 UP경화과정 중의 발열에 의해 스티렌 수지가 팽창하여 수축보완 작용을 한 것으로 보여진다. EPS/PS비 변화가 수축에 미치는 영향은 PS/UP비 30~40중량부일 때 가장 컸으며 PS/UP비의 증가에 따른 수축감소효과는 EPS/PS비 30중량부 이상일 때 현저하게 나타남을 알 수 있다.Table 8 shows the curing shrinkage rate according to the EPS mortar ratio and PS / UP ratio of the UP mortar. Although the hardening shrinkage of the plain mortar was 54.5 × 10 -4 , the shrinkage reduction effect of up to 13.62 × 10 -4 was obtained as the amount of styropol solution added increased. It is shown that the styrene resin is expanded by the heat generated during the UP curing process and has a contractile complementary action. The effect of the EPS / PS ratio on the shrinkage was greatest when the PS / UP ratio was 30 to 40 parts by weight, and the shrinkage reduction effect with the increase of the PS / UP ratio was remarkable when the EPS / PS ratio was more than 30 parts by weight. Can be.

표10. EPS/PS비 및 PS/UP비에 따른 경화수축율Table 10. Hardening shrinkage rate according to EPS / PS ratio and PS / UP ratio

불포화 폴리에스테르 레진 모르타르의 수축저감 및 강도특성에 관한 연구결과Study on Shrinkage Reduction and Strength of Unsaturated Polyester Resin Mortar

1) 폴리스티렌수지를 혼입한 불포화 폴리에스테르수지의 점도 측정결과 EPS/PS비가 증가함에 따라 점도가 증가하는 것으로 나타났으나 EPS/PS비가 30%이하 일 때는 원래의 UP 수지보다 점도가 현저하게 낮아지므로 양호한 시공성을 갖는 결함재의 제조가 가능하다.1) Viscosity measurement of unsaturated polyester resins incorporating polystyrene resin showed that the viscosity increased with increasing EPS / PS ratio. However, when the EPS / PS ratio is less than 30%, the viscosity is significantly lower than that of the original UP resin. The manufacture of the defect material which has favorable workability is possible.

2) PS수지를 혼입한 UP모르타르 사용가능 시간은 45~65분 사이의 안정된 분포를 보였다.2) The use time of UP mortar incorporating PS resin showed stable distribution between 45 and 65 minutes.

3) UP모르타르의 휨 및 압축강도는 EPS/PS비 보다는 PS/UP비에 따른 영향이 크게 나타났으며 PS/UP비의 증가에 따라 감소현상을 보였으나 PS/UP비 30%이하에서는 그 정도가 미비하였다.3) The bending and compressive strength of the UP mortar was more affected by the PS / UP ratio than the EPS / PS ratio and decreased with the increase of the PS / UP ratio, but less than 30% of the PS / UP ratio. Was incomplete.

4) EPS/PS비가 10% 이상, PS/UP비가 20% 이상으로 갈수록 경화수축율은 보통 UP모르타르에 비해 현저하게 줄어들었다.4) As the EPS / PS ratio is more than 10% and the PS / UP ratio is more than 20%, the hardening shrinkage rate is significantly lower than that of UP mortar.

5) 적절한 시공성과 휨 및 압축강도 특성 그리고 경화수축율의 종합적인 검토결과 본 실험에서는 EPS/PS비 30%, PS/UP비30% 일 때가 최적의 배합 조건인 것으로 나타났다.5) A comprehensive review of the proper workability, flexural and compressive strength characteristics, and hardening shrinkage rate showed that the optimum mixing condition was 30% EPS / PS ratio and 30% PS / UP ratio.

이상에서 설명한 바와 같이 본 발명은 열가소성 수지의 혼입은 폴리에스테르중이 미 분산 ( 약 0.5μ)상태로 존재하는 열가소성 수지가 경화 시 팽창 및 충진작용을 일으켜 폴리에스테르의 경화에 수반한 수축을 보완하는 작용하여 역학적 성질 및 내구성, 내약품성등이 우수하기 때문에 바닥재, 포장보수재, 방식라이닝제, 접착제, 프리캐스트제품 등 건설재료로 응용되는 효과가 있는 것이다.As described above, in the present invention, incorporation of the thermoplastic resin causes expansion and filling of the thermoplastic resin present in the undispersed state (about 0.5 μ) in the polyester to compensate for shrinkage accompanying curing of the polyester. Because of its excellent mechanical properties, durability, and chemical resistance, it has the effect of being applied to construction materials such as flooring, pavement repair, anticorrosive lining, adhesives, and precast products.

Claims (3)

불포화폴리에스테르 모르타르{Unsaturated Polyester Mortar}의 제조방법에 있어서, 결합재로 오르토프탈산염계 불포화폴리에스테르 16중량부, 탄산칼슘 16중량부, 골재 68중량부, 폴리스티렌수지(PS)10~50중량부, 발포폴리스티렌(EPS)/폴리스티렌수지(PS)10~50중량부에 메틸에틸케톤퍼옥사이드1중량부로 혼합하여 금형몰드에 넣고 20℃에서 제조한 후 양생함을 특징으로 하는 불포화폴리에스테르 모르타르의 제조방법.In the manufacturing method of unsaturated polyester mortar (Unsaturated Polyester Mortar), 16 parts by weight of orthophthalate-based unsaturated polyester, 16 parts by weight of calcium carbonate, 68 parts by weight of aggregate, polystyrene resin (PS) 10-50 parts by weight, foaming 10 to 50 parts by weight of polystyrene (EPS) / polystyrene resin (PS) is mixed with 1 part by weight of methyl ethyl ketone peroxide, and put into a mold mold and prepared at 20 ° C. The method of producing unsaturated polyester mortar. 불포화폴리에스테르 모르타르{Unsaturated Polyester Mortar}에 있어서, 결합재로 오르토프탈산염계 불포화폴리에스테르 16중량부, 탄산칼슘 16중량부, 골재 68중량부, 폴리스티렌수지(PS)10~50중량부, 발포폴리스티렌(EPS)/폴리스티렌수지(PS) 10~50중량부 및 메틸에틸케톤퍼옥사이드1중량부로 조성됨을 특징으로 하는 불화폴리에스테르 모르타르.In Unsaturated Polyester Mortar, as a binder, 16 parts by weight of orthophthalate-based unsaturated polyester, 16 parts by weight of calcium carbonate, 68 parts by weight of aggregate, 10 to 50 parts by weight of polystyrene resin (PS), expanded polystyrene (EPS) / Polystyrene resin (PS) fluorinated polyester mortar, characterized in that it is composed of 10 to 50 parts by weight and 1 part by weight of methyl ethyl ketone peroxide. 삭제delete
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