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A Study on the Physical Properties of Heartwood and Sapwood of Red Pine(Pinus densiflora S. et Z.) Grown in Gangweon - do (강원도산(江原道産) 소나무심변재(心邊材)의 물리적(物理的) 성질(性質)에 관(關)한 연구(硏究))

  • Shim, Chong-Supp;Jung, Hee-Suk
    • Journal of the Korean Wood Science and Technology
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    • v.10 no.3
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    • pp.88-95
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    • 1982
  • In order to investigate the physical properties of pine wood (Pinus desiflora S. et Z.) grown in Gangweondo this study has been carried out. The properties studied are percentage of latewood portion occupied in each cross section, specific gravity, crushing strength and relationships between them, respectively. The results summarized are as follows: As far as percentage of latewood portion and specific gravity are concerned, no differences between heartwood and sapwood have been seen, however, the crushing strength of the sapwood has shown larger value than that of the heartwood. 2. Width of annual ring have a defined effect on percentage of latewood and crushing strength, but specific gravity is not influenced significantly by width of annual ring. Percentage of latewood and crushing strength increased with decreasing width of annual ring (Tables 2 & 3). 3. Linear relationships between specific gravity and percentage of latewood, crushing strength and percentage of latewood, crushing strength and specific gravity for both heartwood and sapwood of pine have respectively been seen. Furthermore heartwood and sapwood have shown different patterns of variation as the following equations and Figures 1,2 and 3.

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Establishing Local Master Ring-Width Chronologies and Their Utilization for Estimating The Age of Big Old Trees (노거수 수령 추정을 위한 지역별 연륜연대기 구축 및 활용)

  • Oh, Jung-ae;Seo, Jeong-Wook;Kim, Byung-Ro
    • Journal of the Korean Wood Science and Technology
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    • v.45 no.1
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    • pp.85-95
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    • 2017
  • This study aimed at more precisely estimating the age of big old trees using dendrochronological method. Gesan-gun in Chungbuk (CBGS), Gurye-gun in Jeonnam (JNGR) and Uljin-gun in Gyeongbuk (GBUJ) were study areas and Zelkova serrata (ZS) and Pinus densiflora (PD) selected as protected trees therein were used as experimental tree species. The increment cores were extracted from 12, 8, and 6 ZSs and 10, 3, and 9 PDs in CBGS, JNGR, and GBUJ, respectively, using an increment borer (${\phi}5.2mm$). In order to clearly distinguish tree-ring boundary, the surface in the transverse section was cut for ZS using a sliding microtome and sanded for PD using a sand paper. Ring widths were measured in the resolution of 0.01 mm. Based on the measurement values, 203-year long (1813-2015) ZS local master tree-ring chronologies were successfully established and 175-year long (1841-2015) ZS local master tree-ring chronology for JNGR was also successfully established. In the case of PD, 154-, 175-, and 250-year long local master tree-ring chronologies for CBGS, JNGR, and GBUJ were successfully established, respectively. In the comparisons between local master tree-ring chronologies, they showed low t-values and Glks. According to the comparisons of the local master tree-ring chronologies with 50-year (1950~2000) average temperature and precipitation distribution maps, the annual variations of local master tree-ring chronologies seem to be determined by not temperature but precipitation. For such cross-dating therefore more local master tree-ring chronologies have to be established at the least based on the distribution map for precipitation.

Evaluation of Cell-Wall Microstructure and Anti-Swelling Effectiveness of Heat-Treated Larch Wood (낙엽송 열처리재의 세포벽 미세구조 및 항팽윤효율 평가)

  • PARK, Yonggun;JEON, Woo-Seok;YOON, Sae-Min;LEE, Hyun Mi;HWANG, Won-Joung
    • Journal of the Korean Wood Science and Technology
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    • v.48 no.6
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    • pp.780-790
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    • 2020
  • In this study, the cell-wall microstructure and anti-swelling effectiveness (ASE) of heat-treated larch wood were evaluated and the correlation between them was analyzed. For this purpose, some larch lumbers were heat-treated for 12, 18, and 24 hours at temperatures of 190℃ and 220℃. By observing the scanning electron microscopy cross-sectional image of the heat-treated larch, it was confirmed that the shape of heat-treated wood cell changed, the cut-section of the wood cell wall was rough, and the intercellular space has become wide as the intercellular bonds had broken because of heat-treatment. In addition, the evaluation of the swelling for each treatment condition revealed that, as the heat-treatment temperature and duration increased, the amount of absorbed water and swelling decreased and the ASE increased. The decrease in the amount of absorbed water is thought to be affected by the chemical change in the cell wall by heat-treatment. On the contrary, the decrease in the swelling and the increase in the ASE are thought to be due to a combination of chemical changes and physical changes such as structural changes in the cell wall.

Comparison of Anatomical Characteristics for Wood Damaged by Oak Wilt and Sound Wood from Quercus mongolica (참나무시들음병 신갈나무 피해목과 건전목의 해부학적 특징 비교)

  • JEON, Woo-Seok;LEE, Hyun-Mi;PARK, Ji-Hyun
    • Journal of the Korean Wood Science and Technology
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    • v.48 no.6
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    • pp.807-819
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    • 2020
  • The aim of this study was to investigate the anatomical characteristics of Quercus mongolica infested by oak wilt disease. To analysis the anatomical characteristics of the wood specimens infested by the oak wilt, the anatomical structures of an infected wood, a dead wood, and sound wood were observed at 10-year-old intervals from 10 to 50 annual rings using both an optical and a scanning electron microscope. The fiber length was measured in units of 5 annual rings from the pith, and the diameter of the vessel element and the ratio of the vessel including the tyloses were measured for each 10 annual ring. In the cross section, on the infected and dead wood specimens, mycelium was also observed with the tyloses in the vessel. There was no signification difference between the wood specimens in the fiber length and the vessel diameter of the vessel element. The fiber length was not difference after 20-30 annual rings which is a part of juvenile wood. The average of the vessel ratio including tyloses in the infected wood was the highest. Especially, the ratio of tyloses was the highest 40-50 annual rings in the infected wood and the dead wood. Therefore, the large difference between the infested wood by oak wilt and the sound wood was the ratio of tyloses. This result can be used as a basic data to utilize the infested wood.

Cellulose Structures of Primary and Secondary Tissues in Pinus densiflora S. et Z. (소나무재의 1차조직과 2차조직 세포벽 중의 셀룰로오스 구조)

  • Kim, Nam-Hun;Lee, Kee-Young
    • Journal of the Korean Wood Science and Technology
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    • v.29 no.1
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    • pp.60-67
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    • 2001
  • The microscopic characteristics and cellulose structures of primary and secondary tissues in Pinus densiflora S. et Z. were examined. Cells of primary tissue in cross section showed an irregular arrangement and round shape. Fiber lengths were 200 to $250{\mu}m$ in primary tissue, and 1,500 to $1,600{\mu}m$ in secondary tissue. Cell diameters in primary tissue were larger than those in secondary tissue; 40 to $50{\mu}m$ in former and 10 to $20{\mu}m$ in latter. Crystallite width and d-spacing of (200) in both tissues did not show any significant differences. However, crystallinity indices by Segal's method showed significant differences as 23% in primary tissue and 35% in secondary tissue. In the orientation of cellulose microfibril, primary tissues had a random pattern, whereas, secondary tissues presented an oriented pattern with 20 to 30 degree. The cellulose crystalline of primary tissue was easily transformed into cellulose II by mercerization, but that of secondary tissue hardly transformed. It is considered that the difference of crystal transformation in both tissues could be caused by the difference of lignification.

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Studies of Raw Silk Size Nonuniformity. (생사비균일섬도발생 원인에 관한 연구)

  • 최병희
    • Journal of Sericultural and Entomological Science
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    • v.7
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    • pp.65-74
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    • 1967
  • This work has been carried out to find the fundamental reasons of raw silk size nonuniformity by studying with the physical nature and its bave formation through the worm spinnerate with anatomical device. Mean time, the uniformity improving method is also attached to this paper after throughfall theoretical study. 1. According to the anatomical study of the silkworm spinnerate, the physical form decides the fiber cross section and also spinns more finner size as the spinning is continued collaborating with the muscle pressure and decrease of liquid silk in the silk gland. 2. The bave size deviation of the Korean cocoons have shown a little difference among the varieties, but, they are conclued as 0.58 denier in average which caused some size deviation of the raw silk inevitably. 3. The raw silk nonuniformity increases when the cocoon have size is not suitable with the proposed raw silk size. 4. The nonuniformity is also increased very much during the filature process in case of poor technical work, but even if we do our best, the best result is found as 30 percent improvement which is still worser than the natural cocoon size deviation. 5. It is required to be careful for the selection of silkworm variety in order to improve the nonuniformity of raw silk so that the bave size be suitable for the proposed silk. 6. The definite size silk reeling method could made better uniform silk, 20 percent at least, than the definite cocoon number silk reeling method. 7. A newly developed denier(21d) gauge was applied for the multiends type silk reeling machine which is widely used in Korea, and the result of the method showed 1.30 denier size deviation, but, in case of no use of it was 1.57 denier size deviation, that is, it could improve two grades more than the normal reeling method.

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Development of Short-span Precast Concrete Panels for Railway Bridge (철도교용 단지간 프리캐스트 콘크리트패널의 개발)

  • Seol, Dae-Ho;Lee, Kyoung-Chan;Kim, Ki-Hyun;Youn, Seok-Goo
    • Journal of the Korea Concrete Institute
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    • v.28 no.5
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    • pp.545-553
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    • 2016
  • This paper presents experimental static test results of the precast concrete panels developed for short-span concrete bridge deck form. Different from LB-DECK, concrete rib attached to the bottom surface of concrete panel, and Top-bar is not used at the top surface of concrete panel. Number of concrete ribs and cross-section details of concrete rib are determined from the analytical results of parametric study considering the span length and the thickness of concrete bridge decks. Shear rebars are installed at the top surface of concrete panel for composite action between precast concrete panel and cast-in-place concrete. In order to evaluate the safety and the serviceability of the developed short-span concrete panel subjected to design load, static load test is conducted. Three test panels with span length of 1.6m are fabricated, and during the load test displacements, strains and cracks of test panels are measured and final failure modes are investigated. Serviceability of the test panels is evaluated based on the results of displacements, cracking load, and crack width at the design load level. Safety is also evaluated based on the comparison of the ultimate strength and the factored design load of test panels. Based on the test results, it is confirmed the short-span precast concrete panel satisfies the serviceability and safety regulated in design codes. In addition, the range of span length of concrete bridge decks for the short-span concrete panel is discussed.

An Energy-Efficient Topology Control Scheme based on Application Layer Data in Wireless Sensor Networks (응용 계층 정보 기반의 에너지 효율적인 센서 네트워크 토폴로지 제어 기법)

  • Kim, Seung-Mok;Kim, Seung-Hoon
    • Journal of Korea Multimedia Society
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    • v.12 no.9
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    • pp.1297-1308
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    • 2009
  • The life time of a wireless sensor network composed of numerous sensor nodes depend on ones of its sensor nodes. The energy efficiency operation of nodes, therefore, is one of the crucial factors to design the network. Researches based on the hierarchical network topology have been proposed and evolved in terms of energy efficiency. However, in existing researches, application layer data obtained from sensor nodes are not considered properly to compose cluster, including issue that nodes communicate with their cluster heads in TDMA scheduling. In this paper, we suggest an energy-efficient topology control scheme based on application layer data in wireless sensor networks. By using application layer data, sensor nodes form a section which is defined as the area of adjacent nodes that retain similar characteristics of application environments. These sections are further organized into clusters. We suggest an algorithm for selecting a cluster head as well as a way of scheduling to reduce the number of unnecessary transmissions from each node to its cluster head, which based on the degree and the duration of similarity between the node's data and its head's data in each cluster without seriously damaging the integrity of application data. The results show that the suggested scheme can save the energy of nodes and increase the life time of the entire network.

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An Empirical Study on Debt Financing of Family Firms : Focused on Packing Order Theory (가족기업의 부채조달에 관한 실증연구 : 자본조달순위이론을 중심으로)

  • Jung, Mingeu;Kim, Dongwook;Kim, Byounggon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.3
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    • pp.337-345
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    • 2018
  • The purpose of this study is to analyze the relationship between the characteristics of Korean family firms and the impact of debt financing. The analysis period was 10 years from 2004 to 2013, and the sample consisted of 4,008 non-financial firms listed on the Korea Exchange. For the analysis, the unbalanced panel data with time - series, cross - section data were formed and analyzed using panel data regression analysis. The results are as follows. First, Korean family firms use relatively less debt than non - family firms. It can be understood that family firms in which the dominant family owns and dominates the corporation are less likely to increase their debt because the agent problem is alleviated and the need for the control effect of Jensen (1986) is lowered. Second, in the verification of the packing order theory using the model proposed by Shyam-Sunder and Myers (1999), family firms have higher compliance with the packing order theory than non-family firms do. When financing is needed, debt is preferred over equity issuance. However, for Korean family firms, 24.38% of the deficit funds are financed through the issuance of net debt, which is relatively low compared to the 75% shown in the analysis of Shyam-Sunder and Myers (1999). These results reveal the limit to the strong claim that the Korean family firms follow the packing order theory.

Design and Safety Control in Construction Stage of Prestressed Concrete Box Girder Bridge with Corrugated Steel Web (파형강판 PSC 박스거더 교량의 설계 및 시공중 안전관리)

  • Kim, Kwang-Soo
    • Journal of the Korean Society of Safety
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    • v.23 no.2
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    • pp.87-97
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    • 2008
  • The Ilsun Bridge is the world's longest box girder bridge(801m) with corrugated steel webs and has the widest width($21.2{\sim}30.9m$: tri-cellular cross section) among these kinds of composite girder bridges. It has fourteen spans(50m, 10 at 60m, 50m, 2 at 50.5m) where twelve spans are erected by the incremental launching method and two spans by full staging method. Special topics related to the structural safety of prestressed concrete box girder bridge with corrugated steel web in construction stage and service were reviewed. Investigations focus on the span-to-depth ratio, shear stress of corrugated steel webs and optimization of tile length of steel launching nose. The span-to-depth ratio of Ilsun bridge has been found to be well-planned while the corrugated steel web has been designed highly conservative and it has been observed that the conventional nose-deck interaction equation do not fit well with corrugated steel web bridges. As a result, detailed construction stage analysis was performed to check the stress levels and the safety of preceding design conditions. Finally, from the design review of Ilsun bridge, this study suggests optimal design issues which should be of interest in designing a prestressed concrete box girder bridge with corrugated steel webs.