• Title/Summary/Keyword: Pinus densiflora Sieb. et Zucc

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The Effects of Bark on Heavy Metal Adsorption I. The Effects of Pine and Oak Barks on Adsorption of $Fe^{++}$ and $Ni^{++}$ in Wastewater (수피(樹皮)에 의(依)한 중금속(重金屬) 흡착효과(吸着效果) I. 수피(樹皮)를 이용(利用)한 폐수(廢水)중 $Fe^{++}$$Ni^{++}$의 제거(除去) 효과(效果))

  • Kim, Kyung-Jig;Paik, Ki-Hyon
    • Korean Journal of Environmental Agriculture
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    • v.5 no.1
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    • pp.55-60
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    • 1986
  • The objective of this study was to investigate the physical and chemical factors of Pinus densiflora SIEB. et ZUCC. and Quercus mongolica Fisher barks affecting on the adsorption of heavy metals. The results obtained can be summarized as follows: 1. With decreasing the particle size of bark, the adsorption rate of two heavy metal ions were increased. In case of using same particle size, the adsorption of $Fe^{++}$, and $Ni^{++}$ by Quercus bark showed higher than by Pinus bark. 2. The effect of untreated bark on the adsorption of heavy metal was more or less 5% higher than that of HCHO-treated bark in both species. But the color absorbances of the filtrates from HCHO-treated Pinus and Quercus barks were 5.8 and 11.8 times smaller than those of the filtrate from untreated Pinus and Quercus barks, respectively. 3. The maximum adsorption of $Fe^{++}$, and $Ni^{++}$ by bark was shown after 30 min. of the reaction. 4. With increasing the concentration of heavy metal, the amount of adsorption by bark was increased, but the adsorption ratio were decreased. 5. The maximum adsorption of $Fe^{++}$, and $Ni^{++}$ appeared at final pH of $4{\sim}5$, and pH of $3.6{\sim}4.0$ in filtrate, respectively. 6. With increasing the bark weight per a given heavy metal solution, the adsorption ratio were increased, but the amount of adsorption per gram of bark was the highest on the reaction with 2g of bark in a economical sense showing the amount of adsorption of 21mg $Fe^{++}$/g and 7mg $Ni^{++}$/g of Pinus bark, 36mg $Fe^{++}$/g and 9mg $Ni^{++}$/g of Quercus bark, respectively.

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Studies on the Kiln Drying Characteristics of Several Commercial Woods of Korea (국산 유용 수종재의 인공건조 특성에 관한 연구)

  • Chung, Byung-Jae
    • Journal of the Korean Wood Science and Technology
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    • v.2 no.2
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    • pp.8-12
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    • 1974
  • 1. If one unity is given to the prongs whose ends touch each other for estimating the internal stresses occuring in it, the internal stresses which are developed in the open prongs can be evaluated by the ratio to the unity. In accordance with the above statement, an equation was derived as follows. For employing this equation, the prongs should be made as shown in Fig. I, and be measured A and B' as indicated in Fig. l. A more precise value will result as the angle (J becomes smaller. $CH=\frac{(A-B') (4W+A) (4W-A)}{2A[(2W+(A-B')][2W-(A-B')]}{\times}100%$ where A is thickness of the prong, B' is the distance between the two prongs shown in Fig. 1 and CH is the value of internal stress expressed by percentage. It precision is not required, the equation can be simplified as follows. $CH=\frac{A-B'}{A}{\times}200%$ 2. Under scheduled drying condition III the kiln, when the weight of a sample board is constant, the moisture content of the shell of a sample board in the case of a normal casehardening is lower than that of the equilibrium moisture content which is indicated by the Forest Products Laboratory, U. S. Department of Agriculture. This result is usually true, especially in a thin sample board. A thick unseasoned or reverse casehardened sample does not follow in the above statement. 3. The results in the comparison of drying rate with five different kinds of wood given in Table 1 show that the these drying rates, i.e., the quantity of water evaporated from the surface area of I centimeter square per hour, are graded by the order of their magnitude as follows. (1) Ginkgo biloba Linne (2) Diospyros Kaki Thumberg. (3) Pinus densiflora Sieb. et Zucc. (4) Larix kaempheri Sargent (5) Castanea crenata Sieb. et Zucc. It is shown, for example, that at the moisture content of 20 percent the highest value revealed by the Ginkgo biloba is in the order of 3.8 times as great as that for Castanea crenata Sieb. & Zucc. which has the lowest value. Especially below the moisture content of 26 percent, the drying rate, i.e., the function of moisture content in percentage, is represented by the linear equation. All of these linear equations are highly significant in testing the confficient of X i. e., moisture content in percentage. In the Table 2, the symbols are expressed as follows; Y is the quantity of water evaporated from the surface area of 1 centimeter square per hour, and X is the moisture content of the percentage. The drying rate is plotted against the moisture content of the percentage as in Fig. 2. 4. One hundred times the ratio(P%) of the number of samples occuring in the CH 4 class (from 76 to 100% of CH ratio) within the total number of saplmes tested to those of the total which underlie the given SR ratio is measured in Table 3. (The 9% indicated above is assumed as the danger probability in percentage). In summarizing above results, the conclusion is in Table 4. NOTE: In Table 4, the column numbers such as 1. 2 and 3 imply as follows, respectively. 1) The minimum SR ratio which does not reveal the CH 4, class is indicated as in the column 1. 2) The extent of SR ratio which is confined in the safety allowance of 30 percent is shown in the column 2. 3) The lowest limitation of SR ratio which gives the most danger probability of 100 percent is shown in column 3. In analyzing above results, it is clear that chestnut and larch easly form internal stress in comparison with persimmon and pine. However, in considering the fact that the revers, casehardening occured in fir and ginkgo, under the same drying condition with the others, it is deduced that fir and ginkgo form normal casehardening with difficulty in comparison with the other species tested. 5. All kinds of drying defects except casehardening are developed when the internal stresses are in excess of the ultimate strength of material in the case of long-lime loading. Under the drying condition at temperature of $170^{\circ}F$ and the lower humidity. the drying defects are not so severe. However, under the same conditions at $200^{\circ}F$, the lower humidity and not end coated, all sample boards develop severe drying defects. Especially the chestnut was very prone to form the drying defects such as casehardening and splitting.

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A Study on the Block Shear Strength according to the Layer Composition of and Adhesive Type of Ply-Lam CLT (Ply-Lam CLT의 층재 구성 및 접착제 종류에 따른 블록전단강도에 관한 연구)

  • CHOI, Gyu Woong;YANG, Seung Min;LEE, Hyun Jae;KIM, Jun Ho;CHOI, Kwang Hyeon;KANG, Seog Goo
    • Journal of the Korean Wood Science and Technology
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    • v.48 no.6
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    • pp.791-806
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    • 2020
  • In this study, a block shear strength test was conducted to compare and analyze the strength and failure mode on the glued laminated timber, CLT, and Ply-lam CLT, which are mainly used for the construction of wood construction as engineering wood. Through this, the Ply-lam CLT manufacturing conditions for optimum production, such as the type of lamina, plywood, adhesive, and layer composition, were investigated. The results are as follow. Through block shear strength test, it showed high strength in the order of glued laminated timber, Ply-lam CLT and CLT. In particular, the shear strength of Ply-lam CLT, which is made of a composite structure of larch plywood and larch lamina, passed 7.1 N/㎟, which is a Korean industrial standards for block shear strength of structural glued laminated timber. In addition, in this study, there was no different in shear strength according to the adhesive type used for glulam, CLT, and Ply-lam CLT adhesion. However, in the case of Ply-lam CLT, the difference in shear strength of Ply-lam CLT was shown according to the type of lamina and plywood. The results showed high strength in the order of Larix kaempferi > Mixed light hardwood ≒ Pinus densiflora, sieb, et, Zucc plywood. The optimal configuration of Ply-lam CLT is when larch plywood and larch lamina are used, and it is decided that the adhesive can be used by selecting PRF and PUR according to the application. The results of block shear strength failure mode by type of wood based materials were analyzed. The failure mode showed shear parallel-to-grain for glulam, rolling shear for CLT, and shear parallel-to-grain and rolling for ply-lam CLT. This is closely related to shear strength results and is decided to indicate higher shear strength in Ply-lam CLT than in CLT due to rolling shear.