• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.171-172
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• 2009

A Bonded Concrete Overlay is a layer of concrete bonded to the top of an existing pavement to rehabilitate it, to restore and increase its structural and functional capabilities and forming a monolithic structure with the existing pavement. This study focuses on the field application of BCO by very early strength latex modified concrete.

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.1 s.53
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• pp.69-77
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• 2009

An underwater structure is made to put with serious damage state by special environmental factors. If this damage phenomena persist, as for the structure, it is generated a structural serious problem because of the corrosion of a reinforcing bar and the loss of the concrete cut end. Repair work of an underwater structure is very harder than repair work in land, and it is actual that certification about a maintenance effect is uncertain. And the existing repair method is applied to a structure damaged with you without verification of a repair effect by a foreign reward and experience. In this study, a repair method about an underwater structure was proposed and observed a behavior characteristic and interface failure of an specimens. and comparison analyzed an effect of a proposed maintenance method.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 1997.11a
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• pp.171-176
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• 1997

본 연구에서는 노후화 된 구조물을 효과적으로 보강할 수 있는 방법에 대해 휨 거동을 중심으로 그 성능을 규명하고자 하였다. 연구에 채택된 보강재료로는 현재 시공의 간편성과 보강된 부재 단면의 최소화로 최근에 각광을 받고 있는 섬유접착 보강재료 중에서 탄소섬유쉬트(CFS)와 아라미드섬유쉬트(AFS) 접착공법을 선택하였으며, 현재 상용중인 보강단면을 채택하여 보수ㆍ보강을 실시하였다. 그리고, 보강효과를 실험을 통하여 비교ㆍ분석함으로써 합리적인 보수ㆍ보강공법을 위한 선택의 폭을 넓히고, 현재 활발히 진행중인 국내 보수ㆍ보강의 체계화를 위한 기초적인 자료를 얻고자 한다. (중략)

• Proceedings of the Korea Concrete Institute Conference
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• 1995.04a
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• pp.212-218
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• 1995

This study experimentally evaluated the performance of damaged section which was repaired using polymer materials in reinforced flexural flexural members Six different materials, two types of polymer, two types of polymer-cement and two types of cement, were used by means of injection method on prepacked concrete and spray mortar patching method. As results, the repair works could be done easily and surfaces of the repaired section were smooth.

• Journal of the Korean Recycled Construction Resources Institute
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• v.11 no.4
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• pp.458-466
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• 2023

Structures in our surroundings deteriorate over time due to environmental and chemical factors, resulting in a decrease in their performance. The primary causes of degradation in concrete structures are carbonation, salt damage, and freeze-thaw cycles. Various maintenance methods exist to address these degradation issues. However, research and technological development for existing maintenance methods have been ongoing, but the accuracy and effectiveness of repair materials and techniques have not been extensively validated. Therefore, in this study, we conducted a material performance evaluation of various manufacturers' repair materials. Based on this evaluation, we applied corrosion inhibitors and epoxy, which are the methods most closely related to crack repair, to assess the durability performance against carbonation, salt damage, and freeze-thaw cycles. The results show approximately a two-fold performance improvement against carbonation and salt damage, and a 5% enhancement in repair performance against freeze-thaw cycles. Thus, it is considered effective in preventing rebar corrosion when appropriate maintenance is carried out according to environmental and chemical factors during structural repairs.

• 월간 기계설비
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• no.4 s.189
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• pp.31-38
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• 2006

시공을 잘 해놓고도 하자가 발생하면 업체는 매우 난감해진다. 하자는 기업의 신뢰성을 실추시킴은 물론 막대한 보수비용도 들어서 업체에서는 가급적이면 하자를 줄일 수 있는 공법개발에 심혈을 기울이고 있다. 본지는 하자발생률을 저하시키는 이중관 배관공법을 활발하게 시공하고 있는 (주)한은 E&C의 이중관 배관공법을 이번 호에 게재하고, 다음 호에는 (주)세방TEC의 이중관 배관공법을 게재할 계획이다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.11
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• pp.128-134
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• 2016

Estimating the repair and reinforcement (R&R) costs for each bridge member is essential for managing the life cycle of a bridge using a bridge management system (BMS). Representative members of a bridge were defined in this study, and detailed and representative R&R methods for each one were drawn in order to develop a systematic maintenance cost model that is applicable to the BMS. The unit cost for each detailed R&R method was established using the standard of estimate and historical cost data, and a systematic procedure is presented using an integration program to enable easy renewal of the R&R unit cost. Also, the average unit cost of the representative R&R methods was calculated in the form of a weighted average by considering the unit cost and application frequency of each detained R&R method. The appropriateness of the drawn average unit cost was reviewed by comparing and verifying it with the previous historical unit cost. The suggested average R&R unit cost can be used to review the validity of the required budget or the appropriateness of the R&R performance cost in the stage to establish the bridge maintenance plan. The results of this study are expected to improve the reliability of maintenance cost information and the rationality of decision making.

• Journal of the Korea Concrete Institute
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• v.19 no.1
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• pp.39-46
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• 2007

In this study, for the establishment of the performance evaluation methods and the quality control standards of durability recovery method, the quantitative exposure data by long term exposure test under the coast and normal atmosphere is accumulated and analyzed. Investigating and evaluating the result of exposure test during 30 months of exposure age under the coastal and normal atmosphere environment, carbonation depth and chloride-ion penetration depth very little penetrated than cover depth. It seems reasonable to conclude that main cause of Corrosion of reinforcing bar are chloride-ion and macro cell from the result of corrosion area and corrosion velocity. Therefore, it is considered to be applied as the fundamental data on the performance evaluation and quality control standards of repair material and method through continuous exposure test in the future.

• Journal of the Korea institute for structural maintenance and inspection
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• v.10 no.1
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• pp.223-230
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• 2006

In this paper the method for repair LCC evaluation of reinforced concrete structures deteriorated by chloride attack was constructed. Also, the FEM analysis for chloride ion penetration into concrete was conducted to evaluate the repair LCC which was decided by the number of repair times including early stages of construction and repair construction during the service life of structures. As a result, the number of repair times is obtained from the comparing the concentration of the chloride ion in a rebar position, and the critical chloride ion concentration of rebar corrosion through the FEM analysis considering the kind of repair materials and methods. Also, the repair LCC could be calculated by the number of repair times during the service life of structures.

• 한국방재학회:학술대회논문집
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• 2009.02b
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• pp.119.1-119.1
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• 2009