• Title/Summary/Keyword: Green Column

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Quantity survey system for column-beam structure comprised of composite precast concrete members (합성 PC 라멘조를 위한 물량산출 시스템)

  • Lim, Chaeyeon;Kim, Sunkuk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.48-49
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    • 2014
  • Green Frame is a column-beam system that uses composite precast concrete members. Previous studies have proven this system to be not only structurally safe, constructible, and economically feasible, but also environmentally-friendly. If the computerized program is used to estimate the quantity, the result of it shall be calculated much easily, quickly and exactly than manual estimation, because precast concrete members of Green Frame has standard size and connection method between it. Therefore, this study suggest quantity survey concept for column-beam structure comprised of composite precast concrete members. Hereafter, the quantity survey of Green Frame shall be much quickly and accurate, if the system would be made based on the result of this study.

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Wave deformation due to oscillating water column plant (OWC 플랜트 주위 파랑변형)

  • 김용직;김동준;윤길수;류청로;홍석원
    • Journal of Ocean Engineering and Technology
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    • v.11 no.2
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    • pp.77-90
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    • 1997
  • Wave deformation due to Oscillating water column (OWC) plant was studied. To solve this problem, three dimensional numerical method based on Improved Green integral equation was applied. Method condition was considered as well as fixed condition and freely floating condition. From the calculation results, main characteriatic of wave deformation due to OWC plant were discussed. Also, some calculations for the floating barge were performed to confirm the validity of numerical solution of the method.

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Constructability Analysis of Green Columns at the Low Bending Moment Zone

  • Lee, Sung-Ho;Park, Jun-Young;Lim, Chae-Yeon;Kim, Sun-Kuk
    • Journal of Construction Engineering and Project Management
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    • v.3 no.4
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    • pp.12-19
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    • 2013
  • Green Frame is an environmentally friendly column-beam system composed of composite PC members that can increase buildings' life spans while reducing resource consumption. Typically, connections of PC and RC columns occur at the boundaries of each floor, which is at the upper section of slabs, causing the boundary of each floor to generate the maximum moment. Although it is not optimal in terms of structural safety to connect members at a location where the moment is high, this approach is highly adopted due to its constructability. We propose that a superior approach that employs the concept of connecting columns at the low bending moment zone can be applied to quickly and safely install green columns, the main structural members of Green Frame. Connection of green columns at the low bending moment zone can be classified into three techniques, depending on the method of reinforcing the joints, which have different connection characteristics and construction methods. Research is needed to compare the features of each method of reinforcing the joints so that the most appropriate column connection method can be chosen for the site conditions. This study aims to confirm the structural safety of the connection component at the low bending moment zone and to compare and analyze the construction duration, unit price, quality and safety performance of each column connection method. The study results are anticipated to activate the use of composite precast concrete and to be used as development data in the future.

A Basic Study of the Calculation Model for Shear Connectors of Composite Precast Concrete Beams (합성 PC 보를 위한 전단 보강 계산 모형 기초 연구)

  • Lim, Chaeyeon;Lee, Dong Hoon;Kim, Sun Kuk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.19-20
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    • 2013
  • Green Frame is a column-beam system constructed by composite precast column and beam connected by embedded steel of their. From when the precast concrete beam of Green Frame is installed, until the concrete of slab and connection joint is cured, the self load of beam shall be supported by the embedded steel of it. Therefore, the concrete of beam could be separated from the embedded steel if the shear connector of beam of Green Frame is designed by the code on Structural standard. So, this study suggest an equation for the shear connection of composite precast concrete beams of Green Frame. The result of this study will be used as the main equation of the calculation model for shear connectors of composite precast concrete beams.

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Structural Properties of Steel-glulam Composite Column

  • Jang, Sang-Sik;Kim, Yun-Hui;Shin, Il-Joong
    • Journal of the Korean Wood Science and Technology
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    • v.38 no.5
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    • pp.399-404
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    • 2010
  • A new green home designed to save money while at the same time saving the environment with some of the finest green features available in the market. Composite column composed of structural steel and structural glued laminated timber is avery Eco-friendly building products for design building because that use recycled or second hand. For compare to compressive strength of structural glued laminated timber (glulam), structural steel, and composite column (steel-glulam), tested compressive strength of each specimen. 1) structural glued laminated timber : Theoretical compressive strength is 151.6 kN similar to elastic limits. 2) structural steel (H type) : Theoretical compressive strength is 148.2 kN little under the elastic limits. 3) structural steel (D type) : Theoretical compressive strength is 147.3 kN upper than the elastic limits. 4) composite column : Actual elastic limits are about 600 kN. Result in, composite column improve compressive strength of Structural steel column and provide structural stability of the building.

A basic study of steel-joint connection method of composite precast concrete members (합성 PC부재의 Steel-joint Connection Method 개발 기초연구)

  • Kim, Geun-Ho;Lee, Dong-Hoon;Kim, Sun-Kuk
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.10-11
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    • 2013
  • Green Frame is a column-beam system formed by composite precast concrete column and beam connected with steel buried in both members. During the installation of Green columns, the columns of Green Frame, covering 3 floors per each piece and beams, the eccentricity can be observed due to the construction error and the weight of beam itself. Such eccentricity may have a little influence on a single frame, yet, it can develop critical issues to the installation of subsequent beams or beams on the upper floors in the context of a building as a whole that has multiple frames. These issues lead to delay in frame installation, decrease of productivity and increase of cost, etc. Therefore, this study presents a steel-joint connection method in order to solve the issues. The steel-joint connection method exists on slope plane and reinforcing plate in steel frame buried in composite PC members. Through this method, the issues can be resolved without requiring additional equipment or manpower.

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Comparative Analysis of Column Connection Characteristics of Green Frame (그린 프레임의 기둥접합부 특성 분석)

  • Kim, Keun-Ho;Lee, Taick-Oun;Lee, Sung-Ho;Kim, Sun-Kuk
    • Journal of the Korea Institute of Building Construction
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    • v.12 no.4
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    • pp.415-425
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    • 2012
  • Green Frame was developed to embody a Green structural system that can provide long life, resource reduction, and availability of remodeling in apartment buildings. Composite precast concrete column and beam, the major structural material of Green Frame, can be installed precisely and promptly through connection of steels and concrete. The connection of Green Frame can be divided into four types, based on the method and characteristics of connection. To select an appropriate type for the site, a comparative analysis of the four types is necessary. The objective of this study is to compare the duration, cost, quality, and safety of four types. The findings of this study can be applied during the selection that appropriate composite precast concrete column reflected project characteristics in design phase.

Characteristics and Dyeing Properties of Green Tea Colorants(Part I) -Components and characteristics of Green Tea Colorants- (녹차색소의 특성과 염색성 (제1보) -녹차색소의 성분과 특성-)

  • Shin, Youn-sook;Choi, Hee
    • Journal of the Korean Society of Clothing and Textiles
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    • v.23 no.1
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    • pp.140-146
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    • 1999
  • Colorants in green tea were extracted freeze-dried and analyzed to investigate the possibility of using as a natural dye. Fractionation of the colorants was carried out by column chromatograpy. Colorants in green tea were eluted into five fractions. All the fractions except fraction F2 showed absorption peakat 280nm. Fraction f2 showed absorption peak at 270nm and broad peak at 350nm, From the IR analysis it is speculated that fractions F2-F5 having similar stucture but different molecular weight are catechis. Silk fabrics dyes with fractions F1-F4 showed yellowish red color while sample dyed with fraction F5 showed red color. The colorants from green tea infusion was applied to silk wool nylon cotton and rayon fabrices. It showed relatively good affinity to protein and polyamide fibers bur low affinity to cellulose and regenerated cellulose fibers.

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Purification of Inositol Triphosphate Kinase from Bovine Brain (소의 뇌로부터 Inositol Triphosphate Kinase의 정제)

  • Kim, Jung-Hye;Lee, Jae-Tae
    • Journal of Yeungnam Medical Science
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    • v.13 no.1
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    • pp.46-58
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    • 1996
  • Inositol 1,4,5-triphosphate($InsP_3$) is a second messenger for mobilizing intracellular $Ca^{2+}$. It can be dephosphorylated by soluble and particulate forms on $InsP_3$ 5-phosphatase, or phosphorylated to produce inositol 1,3,4,5-tetrakisphosphate($InsP_3$) by $InsP_3$ 3-kinase. These enzymes represent possible targets for the regulation of the $InsP_3/InsP_4$ signal. $InsP_3$ 3-kinase which catalyses th ATP-dependent phosphorylation of $InsP_3$ was purified from bovine brain tissue. All operation were carried out at $4^{\circ}C$. Fresh tissure was homogenized and centrifuged. The supernatant was pooled. Proteins were precipitated from 10% polyethylene glycol, and suspended solution was applied to DEAE cellulose column for chromatography. As the result of above procedure, two isozymes of $InsP_3$ 3-kinase, I and II were obtained. Each isozyme was applied to Matriz green gel, Calmodulin-Affigel 15 column and subsequent phenyl-TSK HPLC column. Specific activites(SA) and fold of puriety were observed at each purification step of chromatography. At DEAE cellulose chromatography, SA were I, 0.6 and II, 4.8 nM/min/mg, and folds were I, 17.2 and II, 16.6. At Matrix green gel chromatography, SA were I, 18 and II, 11 nM/min/mg, folds were I, 62.1 and II, 38.0. At calmodulin-Affigel 15 column chromatography, SA were I, 19 and II, 13 nM/min/mg, folds were I, 65.5 and II, 44.8. Finally $InsP_3$ kinase I and II were purified 3,103-fold and 2,310-fold, and SA were I, 900 and II, 670 nM/min/mg, respectively. SDS-polyacrylamide gel electrophoresis elucidated 3 distinct fractions of Mr of 145,000, 85,000 and 69,500 from isozyme I, and 2 distinct fractions of Mr of 79,000 and 57,000 from isozyme II.

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Test study of precast SRC column under combined compression and shear loading

  • Chen, Yang;Zhu, Lanqi;Yang, Yong
    • Steel and Composite Structures
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    • v.42 no.2
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    • pp.265-275
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    • 2022
  • A new type of precast steel reinforced concrete (PSRC) column was put forward in this paper. In order to study the static performance of PSRC column and hollow precast steel reinforced concrete (HPSRC) column subjected to combined compression and shear loading, a parametric test was carried out and effects of axial compression ratio, concrete strength and shear ratio on the mechanical behavior of composite PSRC column and HPSRC column were explored. In addition, the cracks development, load-span displacement relationship, strain distribution and shear bearing strength of column specimens were emphatically focused. Test results implied that shear failure of all specimens occurred during the test, and higher strength of cast-in-place concrete, smaller shear ratio and larger axial compression ratio could lead to greater shear resistance, but when the axial compression ratio was larger than 0.36, the shear capacity began to decrease gradually. Furthermore, truss-arch model for determining the shear strength of PSRC column and HPSRC column was proposed and the calculated results obtained from proposed method were verified to be valid.