• Proceedings of the Korea Concrete Institute Conference
• /
• 1990.10a
• /
• pp.135-140
• /
• 1990

일반적으로 플라이애쉬는 콘크리트의 여러 가지 물성을 크게 개선시키는 것으로 알려져 있으나, 플라이애쉬 자체의 함유 성분에 따라서는 이러한 개선 효과가 감소하는 경우도 있다. 본 연구에서는, 플라이애쉬에 함유된 미연탄소가 공기연행 콘크리트의 물성에 미치는 영향을 규명하고, 품질관리면에서 사용상의 주의점을 지적한다.

• Computational Structural Engineering
• /
• v.7 no.4
• /
• pp.4-9
• /
• 1994

강섬유 보강 콘크리트는 콘크리트 내에 강섬유를 임의로 투입함으로써 취성의 콘크리트 물성을 연성적으로 향상시킴과 동시에 압축, 인장, 휨 강도를 증가시킨 새로운 구조 신소재라고 할 수 있다. 과거 70년대가 SFRC의 재료적 물성에 대한 실험적 시기였던 반면 현재는 현장에 SFRC를 시공하는 응용단계라 할 수 있다. SFRC의 우수성은 선진 외국의 경우 일반적으로 기업, 정부, 계약관계자 등에게 잘 인식되어 있어 이미 많은 시공현장에서 응용되고 있다. 이로 인하여 외국(미국, 일본, 유럽 등)의 경우 구조적으로 안정되고 경제적인 구조물을 실현하고 있으나 국내의 경우는 안타깝게도 SFRC에 대한 인식이 아직 일반화되어 있지 않으며 시공현장도 매우 드문 실정이다. SFRC에대한 연구는 국.내외 학회에서 꾸준히 연구, 개발하고 있으며 이들 연구결과가 경제적이고 우수한 구조물을 실현하는데 기여할 수 있기를 기대한다.

• Magazine of the Korea Concrete Institute
• /
• v.8 no.3
• /
• pp.135-146
• /
• 1996

In this study, the properties of super flowing concrete containing fly ash were experimentally investigated and compared with those of ordinary concrete. Tests were carried out on five types of super flowing concrete mixes containing fly ash and three types of ordinary concrete mixes without fly ash. Flow test, 0-funnel test, box test, L type test and slump test were carried out to obtain the properties for flowability and workability of fresh concrete. The mechanical properties of hardened concrete were also investigated in terms of compressive strength, splitting tensile strength, modulus of elasticity, creep and drying shrinkage. In fresh concrete, it was found that super flowing concrete had excellent workability and flowability compared with ordinary concrete, and had self-compactable performance. Super flowing concrete *also had good mechanical properties at both early and late ages with compressive strength reaching as high as 40 MPa at 28 days. The creep deformation of super flowing concrete investigated was relatively lower than that of ordinary concrete, but drying shrinkage was much higher.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2010.05a
• /
• pp.295-296
• /
• 2010

In this study, it was investigated basic properties of white concrete according to the binder composition for securing fundamental data for the construction site quality control.

• Land and Housing Review
• /
• v.3 no.3
• /
• pp.287-297
• /
• 2012

To develop 80MPa-high strength concrete with ternary cement used in OPC, blast-furnance slag, and fly ash, mixing ratio of blast-furnace slag and fly ash was evaluated in material characteristics before and after hardening of the high strength concrete. According to the evaluated results of material characteristics before and after hardening of the high strength concrete, the flowability and long-term compressive strength increase up to 30% mixing ratio of blast-furnace slag and fly ash. Also, it is superior to characteristics of length change and neutralization due to the use of mineral admixture when compared in test sample mixed with OPC. The evaluated results show that material characteristics of the high strength concrete was the most outstanding performance at blast-furnace slag of 25% and fly ash of 15%. The result of this study will be useful for the development of high strength concrete as a substitute of costly silica fume in the near future.

• Applied Chemistry for Engineering
• /
• v.21 no.4
• /
• pp.463-468
• /
• 2010

The polycarboxylic (PC) type concrete superplasticizer was synthesized. The effects of ethylene oxide group number and its molecular weight on the properties of the polycarboxylic type concrete superplasticizer and the concrete motar properties were studied. To investigated of the interfacial properties of the premixed-concrete with the superplasticizer, the type and the amount of polyethylene glycol, meta acrylate added, and type of the initialization agent were studied. Also the interfacial properties of the superplasticizer aqueous phase, the wettability on the cement particle, the fluidity of the cement mortar, and the strength properties of the concrete were measured. For a high fluidity of the cement mortar and a high strength of concrete, a low value of the surface tension and contact angle were required for PC. To have a good performance for PC, the reaction condition of 1.3 mol ratio of MA against to MPEG was suitable with KSP initiator.

• Magazine of the Korea Concrete Institute
• /
• v.8 no.4
• /
• pp.15-24
• /
• 1996

• Journal of the Earthquake Engineering Society of Korea
• /
• v.8 no.4
• /
• pp.43-50
• /
• 2004

A large concrete dam, of which construction work had not been continued for more than 20 years because of social problem, was investigated with emphasis on its seismic performance. Mechanical properties of the concrete dam material were estimated by performing uniaxial compression tests for obtained the samples from dam body. Borehole image Processing System (BIPS) was used to investigate the susceptible faults developed in the interface between old an new concretes. Using the results of several laboratory and field tests earthquake response analysis for the dam were done, The results of such investigation show that its physical and mechanical conditions are in a good condition, and the results earthquake response analysis imply that the dam, even it consists of two different concretes, show good seismic performance.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.21 no.5
• /
• pp.42-48
• /
• 2017

When concrete structures expose to fire, the structures were damaged accompanied with degradation of material properties of concrete. In order to determine the reuse of fire-damaged concrete structures, it is needed a careful determination considering conditions of fire damage, such as exposure temperature and exposure time, and also potential to restore fire damage. This study investigates on the evaluation of residual material properties of fire-damaged concrete under different post-fire curing regimes. An experimental study was performed on concrete samples to measure the dynamic elastic modulus by the impact resonance vibration method. Upon the experimental results, the evidence of restoration of material properties was confirmed on specific post-fire curing regimes, higher humidity conditions. Additionally, a correlation analysis was performed on the dynamic elastic modulus with the tensile strength for identifying the effects of post-fire curing regimes on both material properties of fire-damaged concrete.

• Korean Journal of Construction Engineering and Management
• /
• v.1 no.2 s.2
• /
• pp.53-62
• /
• 2000

A concrete element is obtained through multi-steps, and its quality is affected by site conditions and control constituents of procedures. In these regards, in order to assure designed qualities of concrete and associated materials of the element good quality control method is necessary in various procedures. The existing quality control measures do not satisfy the requirements for the quality control activities at each production step. This study provides a more effective checklist for each phase of concrete work, which improves existing quality control checklist through extensive research on current practices and surveys from expertises. This paper also proposes the application of multi-facet codes to develop a customized checklist to improve the efficiency in field practices and the effectiveness in assuring the designed performance of concrete. This study finally provides a more effective checklist for each phase of concrete work by improving usability of the developed project sensitive matric quality control checklist through application experiments on construction project sites.