• Title/Summary/Keyword: construction material

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A Study on the High Early Strength Admixture Material for Improving on Reduced Initial Strength and Quality of Concrete in Cold Weather (동절기 콘크리트 초기 강도저하 및 품질 개선을 위한 조강형 혼화재료 활용에 대한 연구)

  • Kim, Sae-Jong
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2022.11a
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    • pp.25-26
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    • 2022
  • The purpose of this study is to prevent serious disasters in cold weather by presenting an optimal blending design for securing high early strength when placing concrete by analyzing the properties and compressive strength of concrete formulations using high early strength admixture materials.

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THE TREND OF CONSTRUCTION COST INDICES AND THEIR APPLICATIONS

  • Yoo-Sub Lee;Seung-Hyun Lee;Tai-Kyung Kang
    • International conference on construction engineering and project management
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    • 2005.10a
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    • pp.908-912
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    • 2005
  • Construction Cost Indices are values for measuring fluctuations in direct construction costs which include material costs, labor costs, and equipment costs for construction operations. In Korea, Korea Institute of Construction Technology (KICT) has been assessing and announcing these indices since January, 2004. The main goals of this paper are to look over the calculation process for those indices and then present the trend in construction costs according to the types of facilities with the past construction cost index data. Also, this paper traces the origin of the occurrence of significant changes on those indices through the further analysis of the trend. In addition, this paper shows the practicality of the indices and the way how to put them to practical use. An alternative estimate method using the indices is suggested for compensating the changes of construction costs caused by price fluctuations.

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Risk Analysis using Construction Insurance Claim Payouts (건설공사보험 피해 보상금 지급액을 활용한 리스크 분석)

  • Yu, Yeong-Jin;Son, Kiyoung;Kim, Ji-Myong
    • Journal of the Korea Institute of Building Construction
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    • v.16 no.4
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    • pp.349-357
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    • 2016
  • Recently, the quantity of risk in construction project has been inflated due to the fact that current construction projects have been large and complicated. Therefore, a study on the risk management methods is necessary that can predict and respond to the need in complicated modern construction projects. In this study, the objective is to analyze the cause of accident in actual construction sites and develop a risk assessment model based on insurance claims records. To reach the goal of this study, first, the frequency and severity of accidents are analyzed the causes of accidents based on the classification; progress rate, season, and total construction costs. Second, a risk assessment model is developed by utilizing a multiple regression analysis. The dependent variable is loss ratio of material damage and three categories; natural hazards, geographic information, and construction method & ability, are used as the independent variables. The model's adjusted R-square is 0.455. The contributions of this study will be used as a material for a quantitative risk analysis model development and review of the construction risk factors for future study.

Study on Material Segregation of Grout and Filling Characteristic of Grouting for Post-Tensioned Concrete Beam (PC 그라우트의 재료분리 및 PC 빔 그라우팅 충전성에 관한 연구)

  • Lee, Jun-Ki;Choi, Joon-Ho;Yoon, Jeong-Seob;Cho, In-Sung
    • Journal of the Korea Concrete Institute
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    • v.22 no.3
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    • pp.419-426
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    • 2010
  • This paper discusses a series of experiments including material improvement in order to ensure quality of grouting for the post-tensioned structure. In presstressed concrete, grouting refers to the construction procedure of filling empty space of duct enclosing the prestress tendons using cementitious material, To date, adequate quality control of the grouting has not been established in Korea because the relationship between the grouting and durability of post-tensioned structure is not well-recognized. The Korean standard does not consider the important material characteristic, wick effect, which is caused by tendons in the ducts, and furthermore current standard testing method does not quantify reasonable material segregation. As a result, the grout material, which satisfies the current material standards, may well exhibit excessive bleeding of water or shrinkage during construction. In this study, international codes and standards related to grouting were surveyed. The mix proportions of the constituents and novel admixtures were suggested to meet equivalently with these standards. Performance of this enhanced grout was compared with common domestic grouts using the international standard testing method. A series of mock-up specimens considering geometry of PC beam was constructed and grout flow pattern was observed as the grout was injected. It was observed that the grouting performance was highly influenced by material properties and filling characteristic can be varied depending on geometry of ducts.

An Experimental Study on Relation between Chloride Diffusivity and Microstructural Characteristics for GGBS Concrete (슬래그 미분말 혼합 콘크리트의 공극구조와 염화물 확산계수와의 관계에 대한 실험적 연구)

  • Kim, Tae-Sang;Jung, Sang-Hwa;Choi, Young-Cheol;Song, Ha-Won
    • Journal of the Korea Concrete Institute
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    • v.21 no.5
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    • pp.639-647
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    • 2009
  • In order to evaluate the durability of reinforced concrete structures under chloride attack from sea water and frost damage, it is important to analyze both the microstructural characteristics of concrete and its diffusion resistance of concrete against chloride ingress. In this study, a relation between micro-pore structures of concrete obtained by the Mercury Intrusion Porosimetry and accelerated chloride diffusivity as well as long term chloride diffusivity were studied for ground granulated blast furnace slag(GGBS) concrete. Different water-cement ratio of 40, 45, 50% and different unit cement concrete of 300, 350, 400 or 450 kg/$m^3$ of the GGBS concrete along with OPC concrete were used and freeze and thawing, and the change in diffusivity and microstructure were observed for both GGBS concrete and damaged GGBS concrete due to rapid freezing and thawing.

A Study on the Formulation Selection of Self Leveling Floor Mortar with Fluidity and Early Strength Improvements (유동성 및 조기강도 확보가 가능한 자기수평 모르타르 배합선정에 관한 연구)

  • Ryu, Hwa-Sung;Kim, Deuck-Mo;Kwon, Seung-Jun;Park, Won-Jun;Shin, Sang-Heon
    • Journal of the Korea Institute of Building Construction
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    • v.18 no.1
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    • pp.41-49
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    • 2018
  • The purpose of this study is to develop a floor mortar construction technique which has high strength and inherent mechanical properties and does not cause cracks due to shrinkage after construction. It has been demonstrated that compressive strength, bending strength, flow with floor mortar, and crack reduction performance. As a result, it was confirmed that the developed floor mortar had the same or better performance comparing with the existing foreign products. The results of this experiment can be used as a validation material for high performance and high flowable mortar construction technology with excellent material performance, economical efficiency and construction ability by securing the required performance as floor mortar and selecting the optimal formulation.

A Study on a Improvement Plan for Classification System of Construction Material based on Consideration to the UN/SPSC Attribute Code (국제상품분류속성코드를 고려한 건설자재 분류체계 개선방안 연구)

  • Han, Choong-Han;Ju, Ki-Bum;Kim, Hyung-Jun
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2007.11a
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    • pp.762-767
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    • 2007
  • The activity conducted throughout the life cycle of any facility generate an enormous quantity of data that needs to be stored, retrieved, communicated, and used by all parties involved. Advanced in technology have increased the opportunities for gathering, providing access to exchanging, and archiving all of this information for future reference. Considering that classification system of construction material is reviewed international exchange of information by the ISO standard, it is consist of classification form of construction process. As a result, this study analyzed to OmniClass Table-22(Master Format-20(4) for the purpose of gaining a the international standard and electronic information, and compared to OmniClass Table-23 ${\cdot}$ 35 ${\cdot}$ 41(UniClass, EPIC) for the expansion and standardization. Furthermore, it is tried to integrate with UN/SPSC attribute code for the establishing of application and international exchange.

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Evaluation of PLA Fiber Dissolution in Cement Paste and Geopolymer (시멘트 페이스트 및 지오폴리머 내의 PLA 섬유의 용해성 평가)

  • Kim, Joo-Hyung;Kwon, Seung-Jun
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.8 no.2
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    • pp.204-211
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    • 2020
  • Poly-Lactic Acid(PLA) fiber is an eco-friendly material and is biodegradable, so it can be utilized for manufacturing porous construction materia ls with interna l pore connection. In this study, domestic PLA fiber products(0.5mm india meter, 1.0mm in length, 10mm in length) were tested for melting at high temperatures and high alkality, and they were incorporated with FA-based geopolymer. Compressive strength was obtained through high temperature curing and alkali activator, however the complete melting of the PLA fiber was not ensured. The previous study handling PLA fiber with 0.003mm in diameter was completely dissolved, but 0.5mm and 1.0mm in diameter showed 42.5% and 33.3% of dissolution ratio, respectively. In addition, the increasing fiber volume led floating fibers during curing, which had a negative effect on its workability and solubility. Although the properties of PLA fiber may vary depending on the raw materials and production conditions, PLA fiber with 0.1mm or less diameter is recommended for porous construction material.

A Method of River Environmental Impact Assessment using LCA (LCA를 적용한 하천환경영향평가 방법)

  • Kim, Sung-Joon;Jin, Ming-Ji;Jeon, Yong-Tae;Shin, Seon-Mi;Choe, Yong-Seung;Won, Chan-Hee
    • Journal of Environmental Impact Assessment
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    • v.21 no.1
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    • pp.93-104
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    • 2012
  • In this research LCA methodology was adapted and analyzed in quantifying estimation of estuarine environment. The analysed objects of estuarine environment were construction methods, facility, and input material into water, and estuarine ecosystem. In this research the function of LCA of estuarine environment was river with the view of controling water, utilizing water, and hydrophilic function. According to the result of research, environmental damage indicator of facility was decreased 346 Pt from 453 Pt at pre-maintenance to 107 pt at post-maintenance. Among raw and subsidiary materials, remicon, stone-netting bag, and pebbles were showing heavy environmental load in the order. Evironmental impact of input material into water system was analyzed from 1,827 Pt environmental load before construction to 1,080 Pt of post-maintenance, and damage indicator was improved at 747 Pt. Water quality was improved from 1,827 Pt (before construction) to 1,080 Pt(after construction), and ecosystem was improved after maintenance. Environmental indicator in ecosystem was analyzed 427 Pt(before construction) to 348 Pt(after construction), and damage indicator of Sumnjingang riverine system was improved as much as 79 Pt. In the conclusion, estuarine environmental monitoring through LCA in the area of facility, input material into water and ecosystem showed that close-to-nature stream was 1,172 Pt better than artificial stream in environmental aspects.

Overseas Case Study of 3D Printing Technology for Construction and Commercialization Plan in Korea (건설용 3D 프린팅 기술의 해외 사례 조사 및 국내 상용화 방안)

  • Seung, In-Bae;Baek, Hyo-Seon;Park, Jeong-hwan
    • Journal of the Korean Society of Industry Convergence
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    • v.21 no.6
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    • pp.273-284
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    • 2018
  • 3D printing technology in the construction field is currently being developed and commercialized actively in foreign countries, but the development of material and equipment is underway as an initial research stage in Korea. It is necessary to implement commercialization through the introduction of 3D printing technology in the construction field as soon as possible in Korea, but there is no guideline for suitable equipment and materials in Korea at present. Therefore, in order to help prepare for commercialization, it is necessary to provide data such as equipment size and materials suitable for commercialization at the initial stage. This study investigates the types, specifications, and applications of equipment that are being used overseas to provide the equipment type and material cost required in the initial stage of commercialization in Korea. Using the surveyed data, it was possible to calculate the advantages and disadvantages of the equipment type and specification, and the cost of materials used. As a result of the analysis, Gantry type is suitable for the domestic commercialization, and the standard of the output area is $100m^2$ and the extrusion amount of $250m^3/sec$ is proposed, and the material cost of the commercial product is 20thousand won. The suggestions in this study will help to plan the construction of products and equipments to commercialize 3D printing technology in construction field in the future.