KR20030052218A - The compounding process of concret restorer used on upper side of concret road &airport - Google Patents

The compounding process of concret restorer used on upper side of concret road &airport Download PDF

Info

Publication number
KR20030052218A
KR20030052218A KR1020010082139A KR20010082139A KR20030052218A KR 20030052218 A KR20030052218 A KR 20030052218A KR 1020010082139 A KR1020010082139 A KR 1020010082139A KR 20010082139 A KR20010082139 A KR 20010082139A KR 20030052218 A KR20030052218 A KR 20030052218A
Authority
KR
South Korea
Prior art keywords
resin
concrete
cement
molding material
fine aggregate
Prior art date
Application number
KR1020010082139A
Other languages
Korean (ko)
Inventor
장문기
Original Assignee
한일종합실란트 주식회사
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 한일종합실란트 주식회사 filed Critical 한일종합실란트 주식회사
Priority to KR1020010082139A priority Critical patent/KR20030052218A/en
Publication of KR20030052218A publication Critical patent/KR20030052218A/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/10Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14Concrete paving
    • E01C7/147Repairing concrete pavings, e.g. joining cracked road sections by dowels, applying a new concrete covering
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B20/00Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/02Treatment
    • 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

Abstract

PURPOSE: An admixing binder (resin)-added molding material for recovering the damaged part of a concrete road and an airport road and its preparation method are provided, wherein the molding material is used to prepare cement rapidly on the spot only by adding water and has a favorable storing property for a long period. CONSTITUTION: The molding material for recovery is prepared by removing soil powder and impurities from ad admixing agent (silica and fine aggregate); completely drying the admixing agent; mixing the dried silica and fine aggregate with cement in the ratio of silica and fine aggregate 100/50 : cement 100/50 : the admixing binder (resin) 100/10-15 by weight at a temperature of 40-60 deg.C; and independently adding an isocyanate-based admixing binder (resin) to the mixture to prepare a molding material for preparing concrete rapidly.

Description

콘크리트 도로 및 공항 상부 단면 파손 복구재 콘크리트 급조 성형재 제조 기술{The compounding process of concret restorer used on upper side of concret road &airport}Concrete road and airport top section breakage recovery material Concrete impurity molding material manufacturing technology {The compounding process of concret restorer used on upper side of concret road & airport}

- 콘크리트 구조물은 사용연수에 따라 갖가지 하자들이 발생된다. 특히 콘크리트 도로 및 공항의 단면 파손은 큰 문제로 이슈되고 있고, 통행구간의 파손 보수 시공에는 여러 가지 문제를 가지고 있다. 이러한 제반 애로사항들을 인식하고 짧은 시간에 보수 시공할 수 있는 완제품을 제조해 모든 건설현장에서 사용할 수 있게 하는 것이 본 발명의 목적인 것이다.-Concrete structures have various defects depending on their service life. In particular, cross-sectional damage of concrete roads and airports is a big issue, and there are various problems in repairing damages between traffic sections. It is an object of the present invention to recognize these difficulties and to manufacture a finished product that can be repaired in a short time so that it can be used in all construction sites.

- 본 발명은 콘크리트 도로 및 공항 활주로등 부분 파손 탈락을 급조 성형 복원하는 혼입결합재(수지) 첨가 성형재를 제조하기 위한 기술로서 상세히 설명하면, 기존에 일반적인 폴리머, 레진(아크릴, 우레탄, 에폭시)을 이용한 콘크리트 보수재를 보면 현재까지 제조 기술이 미흡한 관계로 대부분이 공사 현장에서 복잡한 배합 과정을 거쳐 몰탈을 조성하여 시공하므로 공기, 공정의 증가로 과다공사비가 투입 되었으며,The present invention will be described in detail as a technique for manufacturing a mixed binder (resin) -added molding material for improvising and restoring partial failure dropping such as concrete roads and airport runways, and the conventional polymer, resin (acrylic, urethane, epoxy) In the used concrete repair materials, due to the lack of manufacturing technology, most of the construction work is carried out through complex mixing process at the construction site.

또한 결합수지+배합골재를 혼합하여 완제품을 제조할 경우 화학반응이나 기후, 온도, 습도 등의 변화로 인하여 시공전에 재료의 조기응결 및 변질등의 우려가 있었으므로, 이를 개선하기 위하여 본 발명에서는 수지 첨가 완제품을 제조할 수 있는 제조기술을 개발하게 되었다.In addition, when the finished product is manufactured by mixing the binder resin + the composite aggregate, there was a fear of premature condensation and deterioration of the material before construction due to chemical reactions or changes in climate, temperature, humidity, and the like. The manufacturing technology for producing the added finished product was developed.

- 본 발명이 주는 파급효과는 간편한 제조 방법으로 재료의 장기보관이 용이하며 / 수지첨가 완제품이므로 별도의 몰탈 조성, 추가 배합과정이 필요 없고, 공사현장에서 적당량의 물만을 첨가하여 간단히 보수 할 수 있으며 / 건, 습윤 장소시공이 가능하며 / 제조기술의 개발로 공기, 공정 단축과 공사비 절감 효과등의 경제성과 기술 시공성의 효과를 기대할 수 있다.-The ripple effect of the present invention is easy manufacturing method, long-term storage of materials is easy / resin-added finished product, no need for separate mortar composition, additional compounding process, and can be repaired simply by adding appropriate amount of water at the construction site. / It is possible to construct dry and wet places. / With the development of manufacturing technology, we can expect the effect of economic and technical construction such as shortening of air, process, and construction cost.

- 국내 특허 출원 제 14547호(건설 신기술지정 106호)는 에폭시계 수지를 이용한 폴리머 탄성 콘크리트 박층 포장 공법으로서 폴리머 콘크리트 몰탈의 제조 방법은 공사현장에서 폴리머 : 충진재 : 결합재 / 1 : 0∼1.5 : 3∼7 배합비로 혼합 몰탈 조성한는 것으로서 결합재의 액상 폴리머는 경화재+충진재를 혼합하고 충진재는 탄산 칼슘 / 거친 석분등을 사용하며 배합 골재는 규사, 규사분말, 종석 및 기타 첨가재 등을 혼합하여 충진재와 골재를 강제 믹서에 넣고 충분히 섞은 후 폴리머 혼합재에 경화 개시재 및 촉진재를 첨가하여 비빔방법으로 시공현장에서 몰탈을 조성하는 방법이며,-Korean Patent Application No. 14547 (No. 106 of Construction New Technology Designation) is a polymer elastic concrete thin layer pavement method using epoxy resin, and the method of manufacturing polymer concrete mortar is polymer: filler: binder / 1: 0 ~ 1.5: 3 at construction site. Mixing mortar composition at the mixing ratio of ~ 7, the liquid polymer of the binder is mixed with the hardening material + filler, the filler is calcium carbonate / coarse stone powder, etc. It is a method of forming mortar at the construction site by the bib beam method by adding the curing initiator and accelerator to the polymer mixture after mixing in a forced mixer.

- 국내에 특허 출원된 건설 신기술지정 37호 아크릴계 수지를 이용한 레진 콘크리트 포장보수 공법의 레진 콘크리트 포장 몰탈의 제조 방법은 시공 현장에서 자갈, 규사, 규사특분 및 첨가재등을 배합하고 별도 믹서에서 아크릴계 수지액(주제+경화재)을 혼합한 다음 이미 배합된 골재에 결합수지를 첨가 믹싱하여 몰탈을조성하는 방법이며 표현의 색상이나 내약품성이 요구되는 경우에는 마감재(경화재)를 용해하여 표면에 도포하는 것이다.-Resin concrete pavement mortar manufacturing method of resin concrete pavement repair method using acrylic resin of construction patent application No. 37, which is patented in Korea, mixes gravel, silica sand, silica sand and additives at the construction site, and acrylic resin liquid in a separate mixer. It is a method of mixing mortar by mixing (topic + hardener) and then adding and mixing binder resin to the already-blended aggregate.If the color of expression or chemical resistance is required, dissolve the finish (hardener) and apply it to the surface.

- 따라서 상기 기존에 종래 기술분야 수지(레진)제품의 에폭시, 아크릴, 우레탄 등을 이용한 화학성 콘크리트 보수재는 수지의 특성, 물성 상 공기나 습도에 노출될 경우 공기중에서 수분을 흡수하고 그로 인한 수화작용으로 생성된 수산화칼슘이 대기중의 탄산가스와 결합하여 화학반응을 일으키므로 조기응결이 발생되며 배합골재의 알카리 반응도 복합적으로 작용하여 강도의 저하로 인한 하자 재발의 우려가 있으며, 결합수지와 배합골재의 특성, 물성 상 합성시 약품에 대한 내성도 약해지므로 화학적 반응을 일으킬 수 있다.-Therefore, the chemical concrete repair material using epoxy, acrylic, urethane, etc. of the conventional resin (resin) product absorbs moisture in the air when exposed to air or humidity due to the properties of the resin, and thus, the hydration effect thereof. As the produced calcium hydroxide combines with carbon dioxide gas in the air to cause a chemical reaction, early condensation occurs, and the alkali reaction of the mixed aggregate also acts in combination, which may cause flaw recurrence due to the decrease in strength. However, due to their physical properties, their resistance to chemicals is weakened, which may cause chemical reactions.

- 본 발명에서는 상기 단점을 개선하기 위하여 혼입결합재(수지)첨가 제조기술을 개발하게 되었으며 이는 종래의 기술분야에서는 찾아볼 수 없는 제조기술로서 기대하는 바 크다고 판단된다.In the present invention, in order to improve the above disadvantages, a mixed binder (resin) additive manufacturing technology has been developed, which is expected to be large as expected in a manufacturing technology not found in the prior art.

- 본 발명은 상기 문제점을 해결하고자 본 출원인은 혼입결합재(수지)첨가 성형 복원재를 제조하는 기술을 개발하므로서 기존의 현장 몰탈 조성을 위한 복잡한 배합과정을 불식시키므로 공정 단축은 물론 공사비 절감효과와 재료의 장기보관과 물류수송의 간편성 등의 장기적인 효과와 기술개발로 인한 품질향상으로 기술적, 경제적인 파급효과를 기대할 수 있는 것으로서 본 발명이 이루고자하는 기술적인 과제인 것이다.-In order to solve the above problems, the present applicant develops a technique for manufacturing a mixed binder (resin) -added molding restoration material, thereby eliminating the complicated compounding process for the existing on-site mortar composition, thereby shortening the process and reducing the construction cost and material. It is a technical problem to be achieved by the present invention as one can expect technical and economic ripple effects due to long-term effects such as long-term storage and simplicity of logistics transportation and quality improvement due to technology development.

- 본 발명은 상기와 같은 목적을 달성하기 위한 제조기술의 개발로서 발명의 구성은 혼입결합재(수지) / 시멘트 / 규사 및 세골재의 배합기술로 독립적 수지첨가 완제품을 제조하는 것이고, 콘크리트 급조 성형재의 결합재 수지는 이소시아넷계의 성분을 가지고 있으며, 그 성분 및 성상은 이러하다.-The present invention is the development of manufacturing technology to achieve the above object, the composition of the invention is to manufacture the independent resin-added finished product by mixing technology of mixed binder (resin) / cement / silica sand and fine aggregate, the binder of the concrete impregnated molding material The resin has an isocyanate-based component, and the components and properties thereof are as described above.

수지의 외관은 갈색 액체형이고, 점도(25℃) 2500∼3000(cps)정도이며, 비중 1.15, 아민당량 225∼245, 발포 개시 시간(20℃)2∼20(분) 및 소방법에 위험물 제 4종 제 4 석유류에 속한다. 또한 수지 발포체의 외관밀도는 0.08(g/㎤), 독립 기포율 81.9%, 압축강도 2.95(kgf/㎠), 굽힘강도 6.53(kgf/㎠), 인장강도 7.12(kgf/㎠) 및 흡수율은 0.30% 정도이다.The external appearance of the resin is brown liquid, viscosity (25 ° C) of 2500 to 3000 (cps), specific gravity 1.15, amine equivalent 225 to 245, foaming start time (20 ° C) 2 to 20 (minutes), and fire hazard. The species belongs to the fourth petroleum. In addition, the resin foam had an apparent density of 0.08 (g / cm 3), an independent bubble ratio of 81.9%, a compressive strength of 2.95 (kgf / cm 2), a bending strength of 6.53 (kgf / cm 2), a tensile strength of 7.12 (kgf / cm 2), and an absorption rate of 0.30. About%.

- 이는 종래의 기술을 혁신하기 위한 방법으로서 견실하고 안정된 기술시공과 품질향상을 목적으로 수지첨가 완제품을 제조하므로서 장기적인 용기 보관이 용이하고 현장에서 물만을 첨가하여 짧은 시간에 시공할 수 있는 완제품의 제조에 관한 것이다.-This is a method to innovate the conventional technology, and manufactures a finished product that can be stored in a short time by adding water only in the field by easily adding water in the field by manufacturing finished resin-added products for the purpose of solid and stable technology construction and quality improvement. It is about.

- 본 발명의 제조배합 방법은 첫째로, 배합재 규사 및 세골재는 선별 정사기 이용 토분 및 불순물을 제거한 후 고온 건조기를 이용 완전 건조시키고, 건조된 규사 및 세골재의 자체 내부 온도가 40∼60℃ 일 때 실온에서 배합재 시멘트를 표준 배합비에 따라 혼합 배합하고, 후에 혼입결합재(수지)를 독립적으로 첨가하여 제조된 완제품은 밀폐 용기에 장기 보관 사용이 가능하며 일체의 변화가 업는 것이 특징인 것이다.-In the method of manufacturing and blending of the present invention, first, the blended silica sand and fine aggregates are completely dried using a high temperature dryer after removing soil and impurities using a screening yarn, and the internal temperature of the dried silica sand and fine aggregates is 40 to 60 ° C. When the mixture is blended at room temperature according to the standard mixing ratio, and after the addition of the mixing binder (resin) independently, the finished product can be used for a long time in a closed container, characterized by all changes.

- 따라서 본 발명의 구성과 작용의 파급효과는 상기 사항들에서 기술한 바와같이 수지 첨가 완제품을 제조 생산하므로서 시공 장소, 조건을 불구하고 제조 완료된 급조 성형재 완제품은 공사현장에서 필요량의 물만 부어 배합으로 몰탈을 조성하여 급조 성형 복원하여 보수 시공하므로서 짧은 시간에 빠른 시공으로 인한 공사비(재료비, 인건비) 절감 효과와 1 CAN에 간편하게 제조된 제품의 단일용기 보관과 적재 운송에 따른 물류비 절감 등의 효과는 물론 시간적인 효율 등의 경제성의 파급 효과를 걷을 수 있을 것이다.-Therefore, the ripple effect of the composition and operation of the present invention is manufactured by producing a resin-added finished product as described in the above items, despite the construction site and conditions, the finished molding product is prepared by pouring only the required amount of water at the construction site As well as the effect of reducing construction cost (material cost, labor cost) due to quick construction in a short time by forming mortar and restoring and repairing, and saving logistics cost due to single container storage and loading transportation of products easily manufactured in 1 CAN Economic ripple effects such as time efficiency can be achieved.

- 본 발명의 제조방법은 다음과 같다.The production method of the present invention is as follows.

- 표준 배합비는 중량대비 % 규사 및 세골재 100/50 : 시멘트 100/50 : 혼입결합재(수지)100/10∼15 구체의 요구강도와 시공장소, 양생시간 등 필요조건에 따라 배합비를 조정하여 제조한다.-Standard compounding ratio is prepared by adjusting the mixing ratio according to the requirements such as% silica sand and fine aggregate 100/50: cement 100/50: cement 100/50: mixed binder (resin) 100/10 ~ 15 .

- 이하 본 발명을 실시 예를 통하여 상세히 설명하기로 한다.Hereinafter, the present invention will be described in detail with reference to the following examples.

실시 예Example

제1공정, 배합재 규사 및 세골재를 선별 정사기 이용하여 토분 및 불순물을 제거한 후에, 다음After removing the soil powder and impurities using the screening machine, the first process, the compounding silica sand and fine aggregate, and then

제2공정, 규사 및 세골재를 고온 건조기를 이용 완전 건조시키고, 건조된 규사 및 세골재의 자체 내부 온도가 40∼60℃일 때, 다음When the second process, silica sand and fine aggregate is completely dried using a high temperature dryer, and the internal temperature of the dried silica sand and fine aggregate is 40 to 60 ° C.,

제3공정, 실온에서 배합재 시멘트를 표준 배합비에 따라 혼합 배합하고, 다음In step 3, at room temperature, the compound cement is mixed and blended according to the standard compounding ratio, and then

제4공정, 혼입결합재(수지)를 독립적으로 첨가하여 콘크리트 급조 성형재 제조후, 다음4th process, after adding the mixing binder (resin) independently, after manufacturing the concrete casting molding material,

제5공정, 밀폐용기에 보관한다.5th process, keep it in an airtight container.

시 험 : 예 1Test: Example 1

시험의뢰처 : 한일종합실란트 주식회사Requester: Hanil Sealant Co., Ltd.

시험시료명 : 콘크리트 급조 성형재Test Sample Name: Concrete Casting Molding Material

시험검사방법 : 토양오염 공정시험법Test and inspection method: soil pollution process test method

- 시험 검시 결과 -Examination Results

- 상기 콘크리트 급조 성형재의 환경측면을 고려한 토양오염 공정시험법의 시험결과이치며, 토양오염 환경보존법 제14조의 관련 규정에 준하여 콘크리트 급조 성형재는 토양오염에 미치는 영향은 거의 없는 것으로 사료된다.-The test results of the soil pollution process test method considering the environmental aspects of the concrete storm molding material, and according to the relevant provisions of Article 14 of the soil pollution environmental preservation law, it is considered that the concrete storm molding material has little effect on soil pollution.

시 험 : 예 2Test: Example 2

시험 의뢰처 : 한일종합실란트 주식회사Requester: Hanil Sealant Co., Ltd.

시 험 기 관 : 도로공사 기술연구소Test organization: R & D center

시험 시료명 : 콘크리트 급조 성형재Test sample name: Concrete casting molding material

시험검사방법 : KSF 2477. 4716. 2436. 2475. 4916Test Method: KSF 2477. 4716. 2436. 2475. 4916

- 시 험 성 과 --Test results-

시 험 : 예 3Test: Example 3

시험 의뢰처 : 한일종합실란트 주식회사Requester: Hanil Sealant Co., Ltd.

시 험 기 관 : 한국 건자재 시험 연구원Test organization: Korea Building Materials Testing Institute

시험 시료명 : 콘크리트 급조 성형재Test sample name: Concrete casting molding material

시험검사방법 : KSF 2424. 4916. 2405. 2456Test Method: KSF 2424. 4916. 2405. 2456

- 시험(검사) 결과 -Test Results

- 콘크리트 급조 성형재의 개략적 시험검사 결과이며, 콘크리트 도로 및 공항 활주로 단면 파손 복구공사에 적합한 제품으로 사료된다. 그리고 본 제품 콘크리트 급조 성형재의 장기 보관성 시험은 시험:예4에서 기술하기로 한다.-It is the result of the rough test of concrete impregnated molding material, and it is considered to be suitable for the damage repair work of concrete road and airport runway. And the long-term storage test of the concrete casting molding product is described in Test: Example 4.

시 험 : 예 4Test: Example 4

시험 의뢰처 : 한일종합실란트 주식회사Requester: Hanil Sealant Co., Ltd.

시 험 기 관 : 한일종합실란트 (주) 실내시험 및 도로공사 기술연구소Test Agency: Hanil Integrated Sealant Co., Ltd.

시험 시료명 : 콘크리트 급조 성형재Test sample name: Concrete casting molding material

시 험 내 역 : 제조 완제품의 보관성 강도 시험Test details: Storage strength test of the finished product

시험검사방법 : KS L 5105-97, KSF 4916Test Method: KS L 5105-97, KSF 4916

- 시험(검사) 결과 -Test Results

- 상기 완제품의 보관성 실험 결과를 보면 제조 후 3개월 / 6개월 동안 용기 보관하여도 표준강도와의 차이가 없음을 알 수 있으며, 이는 화학 반응이나 기후, 온도 변화에 따른 재료의 조기 웅결이나 망실의 우려가 없으며 제조 생산의 보관성의 효과가 있음이 인정된다.-The storage test results of the finished product shows that there is no difference in standard strength even if the container is stored for 3 months / 6 months after manufacture. This is due to chemical reactions, climate, and temperature change. There is no concern, and it is recognized that there is an effect of storage of manufacturing production.

- 상기 실험결과와 같이 본 수지첨가 제조 기술의 발명은 시공상의 제 문제들이 현저히 감소되며 품질향상과 시공개선의 큰 의미와 효과를 기대할 수 있다.-As described in the above experimental results, the invention of the resin additive manufacturing technology can significantly reduce construction problems and expect great significance and effect of quality improvement and construction improvement.

상기 본 발명은 서두에 기술한 바와 같이 완제품 제조기술의 개발로 인하여 장기 보관이 용이한 고품질의 저가 재료를 생산하므로 제품의 수출 포장과 시공의 간편함은 물론 저비용 고효율에 따른 공사비, 물류비 절감 효과로 장기적인 기술 시공과 품질향상의 경제적 파급 효과가 있는 것이다.As described above, the present invention produces high-quality, low-cost materials that are easy to store for a long time due to the development of finished product manufacturing technology. There is an economic ripple effect on technology construction and quality improvement.

Claims (1)

- 콘크리트 도로 및 공항 활주로등 부분 파손 탈락을 성형 복원하는 혼입결합재(수지) 첨가 콘크리트 급조 성형재(완제품)의 제조기술에 있어서, 배합재(규사 및 세골재)를 선별 정사기를 이용하여 토분 및 불순물을 제거하고, 고온 건조기를 이용 완전 건조시키고, 건조된 규사 및 세골재의 자체 내부 온도가 40∼60℃일때 실온에서 배합재 시멘트를 표준 배합비(중량대비 % 규사 및 세골재 100/50 : 시멘트100/50 : 혼입결합재(수지)100/10∼15)에 따라 혼합 배합하고 후에, 이소시아넷계 혼입결합재(수지)를 독립적으로 첨가하여 콘크리트 급조 성형재를 제조하는 기술. 또한 콘크리트의 특성상 색상의 조화를 위하여 배합재(시멘트) 100/50 중량대비의 표준 배합 범위 안에서 백시멘트를 30%까지 첨가할 수 있다.-In the manufacturing technology of concrete impregnated molding materials (finished products) with mixed binders (resins) for molding and restoring partial damages such as concrete roads and airport runways, using a screening machine to mix soil and impurities Remove the mixture, completely dry it using a high temperature dryer, and mix the cement mixture at room temperature when the internal temperature of the dried silica sand and fine aggregate is 40-60 ° C. (% silica sand and fine aggregate 100/50 to weight: cement 100/50: A technique for producing concrete impregnated molding materials by mixing and blending according to the mixed binder (resin) 100/10 to 15) and then adding isocyanate-based mixed binder (resin) independently. In addition, due to the characteristics of concrete, up to 30% of the back cement can be added within the standard mixing range of 100/50 weight of the compounding material (cement).
KR1020010082139A 2001-12-20 2001-12-20 The compounding process of concret restorer used on upper side of concret road &airport KR20030052218A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020010082139A KR20030052218A (en) 2001-12-20 2001-12-20 The compounding process of concret restorer used on upper side of concret road &airport

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020010082139A KR20030052218A (en) 2001-12-20 2001-12-20 The compounding process of concret restorer used on upper side of concret road &airport

Publications (1)

Publication Number Publication Date
KR20030052218A true KR20030052218A (en) 2003-06-26

Family

ID=29577065

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020010082139A KR20030052218A (en) 2001-12-20 2001-12-20 The compounding process of concret restorer used on upper side of concret road &airport

Country Status (1)

Country Link
KR (1) KR20030052218A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100860451B1 (en) * 2003-09-11 2008-09-25 스미토모 오사카 세멘토 가부시키가이샤 Partially hydrated molding material containing water-hardening composition, process for producing the same and use thereof

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH042643A (en) * 1990-04-18 1992-01-07 Kubota Corp Production of fiber-reinforced cement board
JPH04100882A (en) * 1990-08-21 1992-04-02 Mitsui Toatsu Chem Inc Rapidly curable adhesive composition
JPH0769702A (en) * 1993-09-03 1995-03-14 Fujikawa Kenzai Kogyo Kk Mortar composition and processing using the same
JPH08217516A (en) * 1995-02-10 1996-08-27 Toubu Kagaku Kk Production of improved thermoplastic cement
US6007619A (en) * 1996-12-24 1999-12-28 Bayer Aktiengesellschaft Use of nonionic, water-dispersible polyisocyanates as concrete additives
KR20010078853A (en) * 2001-04-27 2001-08-22 김형봉 Isocyanate(resin) fever analysis composition concrete recovery materal of manufacture composition technique

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH042643A (en) * 1990-04-18 1992-01-07 Kubota Corp Production of fiber-reinforced cement board
JPH04100882A (en) * 1990-08-21 1992-04-02 Mitsui Toatsu Chem Inc Rapidly curable adhesive composition
JPH0769702A (en) * 1993-09-03 1995-03-14 Fujikawa Kenzai Kogyo Kk Mortar composition and processing using the same
JPH08217516A (en) * 1995-02-10 1996-08-27 Toubu Kagaku Kk Production of improved thermoplastic cement
US6007619A (en) * 1996-12-24 1999-12-28 Bayer Aktiengesellschaft Use of nonionic, water-dispersible polyisocyanates as concrete additives
KR20010078853A (en) * 2001-04-27 2001-08-22 김형봉 Isocyanate(resin) fever analysis composition concrete recovery materal of manufacture composition technique

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100860451B1 (en) * 2003-09-11 2008-09-25 스미토모 오사카 세멘토 가부시키가이샤 Partially hydrated molding material containing water-hardening composition, process for producing the same and use thereof

Similar Documents

Publication Publication Date Title
US5695811A (en) Methods and compositions for bonding a cement-based overlay on a cement-based substrate
Khan et al. Investigating the mechanical properties and fuel spillage resistance of semi-flexible pavement surfacing containing irradiated waste PET based grouts
Obla et al. Crushed returned concrete as aggregates for new concrete
US4402749A (en) Cementitious compositions with early high strength development and methods for controlling setting rate
EP1183218A1 (en) Lightweight concrete
US20160340840A1 (en) Two-layer concrete pavement device and pavement method using normal concrete and high-perpormance concrete
RU2503634C2 (en) Road covering, possessing ability to reduce pollution, and photo-catalytic mixture for its preparation
ITUB20152750A1 (en) PROCEDURE FOR THE PRODUCTION OF A MIXTURE FOR THE REALIZATION OF ROAD AND SIMILAR FLOORS AND MIXTURE SO OBTAINED
Liu et al. Experimental study on a novel modified magnesium phosphate cement mortar used for rapid repair of portland cement concrete pavement in seasonally frozen areas
Bhandari et al. Use of waste glass in cement mortar
Glasby et al. Commercial scale geopolymer concrete construction
Gündüz et al. Influence of a new type of additive on the performance of polymer-lightweight mortar composites
Hamidi et al. The effect of filler type and content on rutting resistance of asphaltic materials
Mukherjee et al. Laboratory characterization of a cement grouted bituminous macadam made with Portland slag cement
KR100982653B1 (en) Rapid setting polymer cement mortar composite, manufacturing method of boundary block using the composite and boundary block manufactured by the method
RU2301207C1 (en) Glass fibrous concrete (versions)
RU2362752C1 (en) Fast-setting shrink-resistant compound for repair of concrete, road, airdromes pavements and bridge floors
KR20030052218A (en) The compounding process of concret restorer used on upper side of concret road &airport
Karpuz et al. Effects of fine aggregate abrasion resistance and its fineness module on wear resistance of Portland cement concrete pavements
KR101586489B1 (en) Mortar flooring color finishing material and the manufacturing method thereof
Szymański et al. Concrete road surface with the use of cement concrete-selected results
AU2015221197B2 (en) Dry mortar, mortar slurry and method for producing semi-rigid coatings
AU2014300940B2 (en) Hydraulic mortar comprising glass
CN113845332A (en) Preparation method of polyurethane concrete and rapid repair method of polyurethane concrete for airport pavement
KR101262717B1 (en) A mortar composition for repairing of structure

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E601 Decision to refuse application