• 한국건축시공학회지
• /
• 제7권4호
• /
• pp.109-116
• /
• 2007

Building structures are generally large in size and have a long life, and the construction of such structures requires the investment of a huge amount of money and social infrastructure. Furthermore, building structures are closely related to people's life. Recently, however, the rapid development of society has been worsening air pollution, which is in turn accelerating the degradation of building structures. Thus, the safety of building structure is emerging as a critical issue. To cope with this problem, the government enacted "The Special Act on Safety Control for Infrastructure" but we need engineers' higher concern over the maintenance and reinforcement of existing structures. Recently researches are being made actively on repair mortar using ultra rapid hardening cement for recovering the performance of structures. The present study conducted an experiment on the basic physical properties of ultra rapid hardening mortar for repairing and reinforcing building structures using magnesia cement and mono-ammonium phosphate. In the experiment, we changed the water-cement ratio and carried out replacement at different ratio of MAP/MgO(%). We used retarder to have working life, and made comparative analysis through evaluating working life and fluidity and measuring strength by age.

• 한국건축시공학회지
• /
• 제18권4호
• /
• pp.329-335
• /
• 2018

본 연구의 목적은 기존 콘크리트 건물의 단면확대 내진보강 기술에서 필요한 고유동 고접착성의 보강 모르타르 배합의 개발이다. 보강 모르타르의 목표성능(플로우 220mm 이상, 압축강도 30MPa, 접착강도 1MPa 이상)을 위해 물-결합재비, 잔골재-결합재비, 폴리머-결합재비, 증점제 사용 및 초속경시멘트의 혼입 등을 변수로 단계적으로 배합실험을 수행하였다. 모르타르의 접착강도는 기존 콘크리트의 다양한 면 처리 상태에 따라 평가하였다. 실험결과로부터 단면증설용 보강 모르타르의 배합을 위해 폴리머-결합재비는 10%, 초속경시멘트의 치환율은 5%가 추천될 수 있었는데, 이 배합은 초기 플로우 220 mm, 높은 초기강도 발현, 압축강도 35 MPa 그리고 접착강도 1.2 MPa 이상의 성능을 보였다.

• 대한건축학회논문집:구조계
• /
• 제35권5호
• /
• pp.153-160
• /
• 2019

The purpose of this study was to investigate the mechanical and durability characteristics of latex-modified concrete using ultra rapid hardening cement : four types of mechanical tests including compressive strength, modulus of elasticity, flexural strength and bond strength were performed; and seven types of durability tests including resistance of concrete to chloride ion penetration, freeze-thaw resistance, scaling resistance, coefficient of thermal expansion, cracking tendency, abrasion resistance and drying shrinkage were performed. Required material performance of each test was determined in accordance with the Korea specification for repair of concrete and pavement repairing materials. The test results satisfied the required material performances, and presented a good mechanical and durability characteristics. In particularly, the materials showed early development of compressive strength, flexural strength and bond strength at 3 and 4 hours after curing. SEM photos were also taken to investigate the micro structures of the materials after chloride ion penetration test.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
• /
• pp.295-300
• /
• 2001

In road pavements, it is known that cement concrete pavement has superior durability, safety in compared with asphalt concrete pavement. But in reparing pavement cement concrete pavement is not usually applied because of the length of time while the road is interrupted when using Ordinary and Rapid-hardening Portland Cement. And Super High Early Strength Cement and Ultra Super High Early Strength Cement are not favorable for ready mixied concrete because of rapid setting time, high slump loss and other restrictions. We aim to develope specific cement and concrete developing 1 day strength of over 300 kg/$cm^{2}$ to open the road within one day and workable time is maintained over 1 hour that can be used as ready mixed concrete. In this study, we Produced cement using rapid-hardening cement, Hauyne clinker, anhydride gypsum and accelerator and studied on its properties. The concrete strength was over 300 kg/$cm^{2}$ at 1 day and 550 kg/$cm^{2}$ at 28 day and workable time was maintained for over 1 hour.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
• /
• pp.233-238
• /
• 2001

In road Pavements, it is known that cement concrete pavement has superior durability, safety compared with asphalt pavement. But in repairing pavement, cement concrete pavement is not usually applied because of the length of time while the road is interrupted when using Ordinary and Rapid-hardening Portland Cement. And Super High Early Strength Cement and Ultra Super High Early Strength Cement are not favorable for ready mixed concrete because of rapid setting time, high slump loss and other restrictions. We aim to develope special cement and concrete developing 1 day strength of over 300 kg/$\textrm{cm}^2$ to open the road within one day and workable time is maintained over 1 hour that can be used as ready mixed concrete. In this study, we produced cement using rapid-hardening cement, Hauyne clinker, anhydride gypsum and accelerator and studied on its properties. The comperssive strength was over 400 kg/$\textrm{cm}^2$ and tensile at 1 day and workable time was maintained for over 1 hour.

• 한국도로학회논문집
• /
• 제17권3호
• /
• pp.85-95
• /
• 2015

PURPOSES : Recently, bonded concrete overlay has been used as an alternative solution in concrete pavement rehabilitation since its material properties are similar to those of the existing concrete pavements. Deteriorated concrete pavements need rapid rehabilitation in order to prevent traffic jams on Korean expressways. Moreover, speedy and effective repair methods are required. Therefore, the use of bonded concrete overlay with ultra-rapid hardening cement has increased in an effort to reopen promptly the expressways in Korea. However, mobile mixer is required for ultra-rapid hardening cement concrete mixing in the construction site. The use of mobile mixer causes various disadvantages aforementioned such as limitation of the construction supply, open-air storage of mixing materials, increase in construction cost, and etc. In this study, therefore, hydration accelerator in-situ mixing on polymer modified concrete produced in concrete plant is attempted in order to avoid the disadvantages of existing bonded concrete overlay method using ultra-rapid hardening cement. METHODS : Bonded concrete overlay materials using ultra-rapid hardening cement should be meet all the requirements including structural characteristics, compatibility, durability for field application. Therefore, This study aimed to evaluate the application of hydration accelerator in-situ mixing on polymer modified concrete by evaluating structural characteristics, compatibility, durability and economic efficiency for bonded concrete overlay. RESULTS : Test results of structural characteristics showed that the compressive, flexural strength and bond strength were exceed 21MPa, 3.15MPa and 1.4MPa, respectively, which are the target strengths of four hours age for the purpose of prompt traffic reopening. In addition, tests of compatibility, such as drying shrinkage, coefficient of thermal expansion and modulus of elasticity, and durability (chloride ions penetration resistance, freezing-thawing resistance, scaling resistance, abrasion resistance and crack resistance), showed that the hydration accelerator in-situ mixing on polymer modified concrete were satisfied the required criteria. CONCLUSIONS : It was known that the hydration accelerator in-situ mixing on polymer modified concrete overlay method was applicable for bonded concrete overlay and was a good alternative method to substitute the existing bonded concrete overlay method since structural characteristics, compatibility, durability were satisfied the criteria and its economic efficiency was excellent compare to the existing bonded concrete overlay methods.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
• /
• pp.507-512
• /
• 2002

In road pavements, it is known that cement concrete pavement has superior durability. But in repairing pavement, cement concrete pavement is not usually applied because of the length of time while the road is interrupted when using Ordinary and Rapid-hardening Portland Cement. And Super High Early Strength Cement and Ultra Super High Early Strength Cement are not favorable for ready mixed concrete because of rapid setting time, high slump loss and other restrictions. We developed special cement developing 1 day strength of over 30.0N/$mm^2$ to open the road within 1 day and workable time is maintained over 1 hour so that it can be used as ready mixed concrete. We performed experimental overlay construction with concrete and evaluated the properties of the fresh and hardened concrete. The flexural strength was over 5.0N/$mm^2$ and the compressive strength was over 30N/$mm^2$ at 1 day. So it is thought that the road can be open to traffic within 1 day after placement.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제24권1호
• /
• pp.35-42
• /
• 2019

In installation of groundwater wells, grouting materials are injected between the groundwater borehole and the inner casing in order to prevent infiltration of contaminated groundwater from the top soil layers into wells. The injection device of grouting materials is commonly composed of an inlet head device with an expansion packer, a cylinder capable of storing the grouting materials, and an air cylinder. In this work, two types of common grouting materials, silicon and cement materials, were tested for their performances as grouting media. For silicon. silicon was mixed with clay or calcite, and tested for their tensile strength and underwater reactivity. Both silicon-clay and silicon-calcite mixtures had adequate flow and adhesiveness. For cement material, general cement, ultra-rapid harding cement, and natural cement were respectively mixed with three different soil types including coarse-grained granite, fine-grained granite, and gneiss, and direct shearing tests were conducted after hardening. Under grouting depth condition of 30 m, the minimum adhesive strength was greater for weathered gneiss than non-weathered gneiss with its maximum values obtained from the mixtures of ultra rapid-harding cement.

• 콘크리트학회지
• /
• 제2권4호
• /
• pp.83-90
• /
• 1990

최근 개발되어 사용되고 있는 초속경시멘트는 그 조성광물중에 Cakcium-aluminate(11 Cao \ulcorner7Al2O3\ulcornerCaF2) 및 그 수화물이 존재하고 있어 이것들이 산과 극렬반응을 일으켜 시멘트 경화체에 균열과 붕괴현상을 가져온다. 본 연구는 이러한 초속경 시멘트를 사용한 경화체가 Polymet에 의한 개길로 어느 정도의 내산성을 발휘할 수 있는지를 실험한 내용으로 P/C=15 및 20%에서는 다른 시멘트를 사용한 경우와 비슷한 내산성이 있음을 알 수 있었다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제20권4호
• /
• pp.44-50
• /
• 2016

본 연구에서는 상변화물질(PCM)을 반강성 포장체를 구성하는 초속경시멘트 페이스트 주입재에 적용하기 위한 연구를 수행하였다. 반강성포장용 주입재의 아크릴레이트를 PCM으로 치환에 따른 총 6종류의 주입재 배합에 대하여 경화 전 후 특성을 실험을 통해 평가하였다. 아크릴레이트를 PCM으로 치환하여 유동성을 평가한 결과 본 연구에서 목표로한 유하시간 10~13초를 모두 만족시킬 수 있는 것으로 나타났다. 응결시간의 경우 PCM으로 치환하더라도 초속경 시멘트의 성능을 확보할 수 있는 것으로 나타났고, PCM 치환 60%이상의 경우 초결시간이 다른 배합에 비해 1~2분 빨리 발생되었다. 압축강도 및 부착강도의 경우 Plain 배합과 유사한 강도특성을 나타내었고, 본 연구에서 목표로 하는 압축강도 36MPa, 부착강도 2MPa를 모두 만족시켰다. PCM으로 치환한 배합은 아크릴레이트만을 사용한 배합에 비해 우수한 염소이온침투저항성을 나타내었으나, OPC수준에는 미흡하였다. 반강성포장용 주입재에 대한 물리 역학적 성능평가 결과, 이 연구의 범위내에서는 PCM 대체율 20% 수준이 효과적인 것으로 판단된다.