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1

Wang, Chuan Gui, Shuan Gyan Zhang, and Heng Wu. "Performance of Cement Bonded Particleboards Made from Grapevine." Advanced Materials Research 631-632 (January 2013): 765–70. http://dx.doi.org/10.4028/www.scientific.net/amr.631-632.765.

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Cement bonded particleboards were manufactured form grapevine stalk particles. The physical and mechanical properties of the boards were assessed. Results revealed that the mixture of grapevine-cement for either treatment of particles, was graded as “low inhibition” when CaCl2 was incorporated, as determined by the hydration tests. Three factors namely grapevine-cement ratio, water-cement ratio and particle size were applied in this study for the board manufacturing. Increase in grapevine-cement ratio caused decrease in Modulus of rupture (MOR), Modulus of elasticity (MOE), Internal bond (IB), thermal conductivity and increase in Thickness swelling (TS). Increase in water-cement ratio caused decrease in MOR, MOE, IB, TS and thermal conductivity. The particle size resulted in little change in all, but TS. The MOR, MOE, IB of the boards were significantly affected by grapevine-cement and water-cement ratios except for TS. Only the effect of particle size on thermal conductivity is significant at 0.05 level significance.
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2

Melichar, Tomáš, Jiří Bydžovský, and Šárka Keprdová. "Study of Alternative Raw Materials Parameters for Modification of Cement-Bonded Particleboards Composition." Advanced Materials Research 688 (May 2013): 139–45. http://dx.doi.org/10.4028/www.scientific.net/amr.688.139.

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The cement-bonded particle boards can be used among other also with reconstructions of various types of buildings as a part of final surface treatment. The paper deals with partial results of the research focused on optimisation of cement-bonded particle board composition with alternative raw materials. Specifically it is analyzing of basic parameters of the waste originating during processing (modification of surface format and quality) of the boards. Upon results and findings a design of new formulas of cement-bonded particle boards is mentioned further, i.e. the composition modified with above stated waste. The outputs presented in the article form an important initial information source in the solved questions. In view of subsequent phases of the research it is a relatively essential and also it can be said a key phase.
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3

TAŞ, HASAN HÜSEYİN, BİLGE ARSLAN, and HÜLYA KALAYCIOĞLU. "EFFECTS OF POLYMER ADDITIVES ON SOME MECHANICAL AND PHYSICAL PROPERTIES OF CEMENT BONDED PARTICLEBOARDS." WOOD RESEARCH 66(3) 2021 66, no. 3 (July 20, 2021): 331–40. http://dx.doi.org/10.37763/wr.1336-4561/66.3.331340.

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The effects of some polymer additives, also called super plasticizers, on selected physical and mechanical properties of cement bonded particle board were investigated. Two different kinds of poly carboxylic ether (PF300, DX40) and a melamine based polymer (300M) were added to the wood cement mixture. The ratios of polymer additives to the wood cement mixture were 1%, 1.2% and 1.4%. Cement bonded particleboards were manufactured with wood/cement (w/w) ratio of 1:3; target density of 1300 kg.m-3, and CaCl2 content of 5%. The cement bonded particleboards were tested for water absorption (2 and 24 hour), thickness swelling (2 and 24 hour), bending stiffness and strength and internal bond strength. Results of the study showed that most of the polymer addition decreased water absorption and thickness swelling of the boards. Replacement of cement with polymers increased internal bond strength and bending stiffness of the boards while bending strength was slightly reduced. Use of small amount of super plasticizers significantly improves most of the board properties.
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4

Amiandamhen, S. O., and D. N. Izekor. "Effect of wood particle geometry and pre-treatments on the strength and sorption properties of cement-bonded particle boards." Journal of Applied and Natural Science 5, no. 2 (December 1, 2013): 318–22. http://dx.doi.org/10.31018/jans.v5i2.324.

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The effect of particle geometry and pretreatments on the strength and sorption properties of wood particle cement composite boards was investigated. Wood particles (flakes and sawdust) of Gmelina arborea were mixed with cement and water in the production of composite boards. The wood particles were pretreated with hot water, calcium chloride and a combination of both treatments to enhance bonding with cement. The slurry was poured into rectangular moulds for board formation. After demoulding, the boards formed were tested for modulus of rupture (MOR), modulus of elasticity (MOE), water absorption (WA) and thickness swelling (TS). The results revealed that the mean MOR for flakes boards was 3.23N mm-2 while the mean MOR for sawdust boards was 3.01N mm-2. Hot water and calcium chloride treatment produced the best effect in flake composite boards with MOR and MOE values of 6.90 N/mm2 and 1897.36 N mm-2 while sawdust composite boards had mean MOR and MOE values of 5.69N mm-2 and 1664.31N mm-2 respectively. The WA rate after 24 hours of flakes and sawdust boards treated with hot water and calcium chloride was 3.63% and 4.28% while the TS rate was 0.69% and 1.44% respectively. Particle geometry and pretreatments significantly improved strength and sorption properties of wood particle cement composite boards (p<0.05).
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5

Sarkar, M., M. Asaduzzaman, AK Das, MO Hannan, and MI Shams. "Mechanical properties and dimensional stability of cement bonded particleboard from rice husk and sawdust." Bangladesh Journal of Scientific and Industrial Research 47, no. 3 (December 21, 2012): 273–78. http://dx.doi.org/10.3329/bjsir.v47i3.13060.

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This study was conducted to evaluate the properties of cement bonded particleboard made from rice husk and sawdust. Sawdust and rice husk fine boards were made using two ratios of cement and particles of 70:30 and 80:20, but rice husk coarse was made with a ratio of cement and particle of 80:20. The density of sawdust and rice husk fine boards in a ratio of cement and particles of 70:30 was 960 and 880 kg/m3 respectively. If the cement ratio was increased to the ratio of 80:20, the density increased to 1140 and 1200 kg/m3 respectively. The density of rice husk coarse boards was 980 kg/m3. The MOR of boards made from saw dust and rice husk fine in a ratio of 70:30 was 5.36 and 2.48 N/mm2 respectively. It was 5.30 and 4.63 N/mm2 in a ratio of 80:20. The MOE of saw dust and rice husk fine boards in a ratio of 70:30 was 3302.96 and 1684.52 N/mm2, and in a ratio of 80:20 it was 3569.28 and 3139.27 N/mm2 respectively. The MOR and MOE for rice husk coarse boards were 6.08 and 3041.71 N/mm2 respectively. Rice husk fine and rice husk coarse board showed excellent properties in a ratio of cement and particles of 80:20. Therefore, rice husk can be an alternative source of raw material for manufacturing of cement bonded particleboard. DOI: http://dx.doi.org/10.3329/bjsir.v47i3.13060 Bangladesh J. Sci. Ind. Res. 47(3), 273-278, 2012
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6

Aguda, Lawrence, Babatunde Ajayi, Bisola Bakare, Yetunde Aguda, Kayode Olaoye, Abisayo Akala, and Olaoluwa Adegoke. "Strength and dimensional stability of cement bonded board reinforced with tomato stem particles and coconut husk dust." BioResources 16, no. 1 (November 25, 2020): 572–82. http://dx.doi.org/10.15376/biores.16.1.572-582.

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The use of coconut husk sawdust and tomato stem particles at varying blending proportion was examined for the production of particle board. Boards of dimensions 350 mm by 350 mm by 6 mm were produced (coconut husk dust, tomato stem particles) at different blending proportion and addition of additive (CaCl2 at different concentrations). The physical properties (water absorption and thickness swelling) and mechanical properties (modulus of rupture (MOR) and modulus of elasticity (MOE)) were investigated. Thickness swelling and water absorption were investigated at 24 and 48 hours. The results showed that boards exhibited mean values of 0.50% to 4.16% and 2.12% to 7.00% respectively of thickness swelling at 24 hours and 48 hours respectively and 13.6% to 25.2% and 17.6% to 29.1% of water absorption at 24 h and 48 h, respectively. The boards also exhibited means of 1.00 N/mm2 to 5.25 N/mm2 and 339 N/mm2 to 3430 N/mm2 for MOR and MOE respectively. An increase in the tomato particle content caused increase in water absorption and thickness swelling, resulting in the highest water absorption and thickness swelling values. Tomato stem and coconut husk dust can be used to produce cement bonded boards after pre-treatment with hot water and preferably both sieved.
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7

Bubeník, Jan, and Jiří Zach. "Hygrothermal Behaviour of Inorganic Binder-Based Board Materials." Solid State Phenomena 321 (July 26, 2021): 157–64. http://dx.doi.org/10.4028/www.scientific.net/ssp.321.157.

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Currently, the use of board materials as a material intended for the dry construction of building structure cladding in the building industry has become widespread. The most common types of board materials include wood-based boards (particle, fibre, laminated / plywood, oriented strand boards [OSB]), cement-bonded particleboards and gypsum plasterboards or gypsum fibre boards. In the case of board materials based on inorganic binders, these are most often represented by boards in which the fillers used are bonded by plaster or cement. Wood can then be used as filler, which is predominantly an assortment of inferior-quality trees or comes from a short rotation coppice, treated by various technological processes. Microstructure and material composition have the greatest influence on the physical and mechanical properties of the boards. The use of the boards in the internal or external environment is determined by their individual properties. Another indicator for the possible use of boards is the form of moisture with which the board comes into contact after installation into the structure. For the external environment, the boards have to withstand mainly liquid moisture; in contrast, in an internal environment, the boards come into contact mainly with air humidity. The diffusion properties of the individual products are also crucial for the overall design and use of the boards for structure cladding.
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8

Papadopoulos, Antonios N. "Mechanical Properties and Decay Resistance ofcmd="newline"Hornbeam Cement Bonded Particleboards." Research Letters in Materials Science 2008 (2008): 1–4. http://dx.doi.org/10.1155/2008/379749.

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Cement bonded particleboards were manufactured from hornbeam (Carpinus betulusL.) wood particles. Hydration tests were carried out to determine the inhibitory index in order to characterise wood-cement compatibility. The results revealed that the mixture of hornbeam-cement can be classified as moderate inhibition. Two wood: cement ratios were applied in this study, namely, 1 : 3 and 1 : 4, for the board manufacture. It was found that an increase of cement-wood ratio resulted in an improvement in all properties examined, except MOR. All properties of the boards made from 1 : 4 wood: cement ratio surpassed the minimum requirements set forth by the building type HZ code. Boards were exposed to brown and white rot fungi,Coniophora puteana, andTrametes versicolor, respectively. Overall, both fungi failed to attack the cement-bonded boards.
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9

Faria, Gonçalo, Carlos Chastre, Válter Lúcio, and Ângela Nunes. "Compression behaviour of short columns made from cement-bonded particle board." Construction and Building Materials 40 (March 2013): 60–69. http://dx.doi.org/10.1016/j.conbuildmat.2012.09.074.

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10

Melichar, Tomáš, Jiří Bydžovský, and Miroslav Vacula. "Substitution of Cement-Bonded Particleboards Filling and Binding Agent by Selected Types of Alternative Raw Materials." Advanced Materials Research 1100 (April 2015): 116–19. http://dx.doi.org/10.4028/www.scientific.net/amr.1100.116.

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The article presents results and findings of the research focused on the modification of composition of cement-bonded particle boards with alternative raw materials. The attention was paid either to binder substitution, either to substitution of filling agent. The modification of matrix composition was realized using the blast furnace slag to 30% of cement weight. Fibrous waste from the glass fiber production was applied as a substitution of wooden chips in the mixture. The influence of both mentioned components was examined separately. The emphasis was laid on strength and elastic parameters and also on durability in view of board resistance to frost.
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11

Maail, Rohny Setiawan. "Degradation Analysis on Manufacture of Cement-bonded Particleboard Using Supercritical CO2." Wood Research Journal 4, no. 2 (August 31, 2017): 76–82. http://dx.doi.org/10.51850/wrj.2013.4.2.76-82.

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This study analyzed the degradation process on manufacture of cement-bonded particleboard (CBP) using supercritical CO2. CBP with a target density of 1.2 g/cm3 was manufactured at a cement / wood particle / water weight ratio of 2.5:1.0:1.25. As references, neat cement board (NC) was manufactured at a cement / water weight ratio of 2.5:1.25, and Ca(OH)2 board was manufactured at a Ca(OH)2 / wood particle / water weight ratio of 3.0:1.0:1.5. Hand-formed mat of 230 x 230 mm was cold-pressed to a targeted thickness of 12 mm and kept in an oven set at 60ºC for 24 h. Four specimens of 50 x 210 mm prepared from these boards were then used for curing treatment. The three curing treatments were (1) supercritical CO2 treatments, 10 min to 10 days; (2) conventional curing treatment for 28 days (Conventional); and (3) neither curing nor supercritical CO2 treatment as the control. The chemical changes and the mineralogical composition of the curing and the degradation processes of the CBP were examined using X-ray diffractometry (XRD), thermal gravimetry (TGA-DTG), and scanning electron microscopy (SEM) observation. Significant correlations were found between the supercritical CO2 treatment and mechanical properties during both the curing and degradation processes. Internal bond (IB) strength, modulus of rupture (MOR), and modulus of elasticity (MOE) values of CBP achieved their maximums by supercritical CO2 treatment in 30 min. These conditions indicated that supercritical CO2 treatment accelerates the curing process rapidly and enhances the mechanical properties of the CBP. However, these values decreased in the treatments from 60 min to 10 days and had a negative effect on board performance, indicating that supercritical CO2 treatment over a longer time span leads to the degradation of the CBP. Furthermore, X-ray diffractometry (XRD), thermal gravimetry (TG-DTG), and scanning electron microscopy (SEM) observation clarified that the mechanisms of the degradation are directly affected by the mineralogical composition of the system, in particular by the calcium carbonate content as caused by carbonation.
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12

Jacob Mayowa Owoyemi and Hazzan Adigun. "Assessment of “Musa spp” Fibre Inclusion on the Strength and Sorption Properties of Cement Bonded Particle Board." Indonesian Journal of Innovation and Applied Sciences (IJIAS) 1, no. 1 (February 25, 2021): 1–11. http://dx.doi.org/10.47540/ijias.v1i1.160.

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The increase in demand for wood for various purposes has put serious pressure on Nigeria’s forest with its attendant fall in the supply of solid wood for construction purposes. As an alternative, non-woody material like banana stem fibre is being investigated for the production of Cement Bonded Particle Board (CBPB). The sorption and strength properties of CBPB from Musa spp fibre were assessed. The board samples were formed using cement to materials mixing ration of 2:1 and 3:1 and blending proportions of sawdust and banana fibre using ordinary Portland cement as a binder. Physical and Mechanical properties of boards produced from stem using were investigated. The influence of blending proportion (B.P) and mixing ratio (MR) on Density, Water Absorption (WA), Thickness Swelling (TS), Linear Expansion, Modulus of Rupture (MOR), and Modulus of Elasticity (MOE) were determined. The results of sorption properties showed that for immersion at 24, 48, and 72 hours, WA, TS, and LE decreased with an increase in mixing ratio. MOE mean values ranged between 293.65 and 2367.01 N/mm2 for 2:1 and 250.99 and 2009.28 N/mm2 for 3:1 while MOR values ranged between 2.55 and 7.592 N/mm2 for 2:1 and ranged from 0.55 to 1.40 N/mm2 for 3:1 respectively. The result proved that banana fibre is suitable for the production of panel products with enhanced strength properties.
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13

Dotun, Atoyebi Olumoyewa, Odeyemi Samson Olalekan, Azeez Lateef Olugbenga, and Modupe Abayomi Emmanuel. "Physical and Mechanical Properties Evaluation of Corncob and Sawdust Cement Bonded Ceiling Boards." International Journal of Engineering Research in Africa 42 (April 2019): 65–75. http://dx.doi.org/10.4028/www.scientific.net/jera.42.65.

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This study considered the production of composite ceiling boards from both agricultural and industrial wastes. Boards with different blending proportions by weight of cement, corncob and sawdust (Cem:Ccb:Swd) were produced and tested. Physical and mechanical tests such as Water Absorption (WA), Thickness Swelling (TS), Modulus of Elasticity (MOE) and Modulus of Rupture (MOR) were carried out on the products. The findings revealed that the board with Cem:Ccb:Swd blending proportion 50:10:40 gave the highest values of MOE and MOR and also had the lowest values of WA and TS. The MOE and MOR values of 3.432 are both higher than the minimum values of 550 N/mm2 and 3 N/mm2 specified for MOE and MOR respectively by the American National Standard Institute, for general-use particle boards. The cement content is inversely proportional to the physical properties and directly proportional to the mechanical properties.
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14

Vacula, Miroslav, Martin Klvač, Robert Mildner, and Šárka Keprdová. "Parameters of Cement Bonded Particle Boards Modified with Stone Wool Fibre." Advanced Materials Research 923 (April 2014): 195–201. http://dx.doi.org/10.4028/www.scientific.net/amr.923.195.

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The contribution deals with possibilities of using waste from the production of stone wool for modification of the existing composition of cement boards . Waste - the fibres from the production of stone wool - was used as an alternative to the standardly used wooden filler (chips, sawdust). The waste was tested in laboratory and then added to the mixture for the production of cement-bonded particleboards as a substitute for wood filler. The physical and mechanical properties of laboratory-made boards with a modified recipe were monitored.
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15

Kasim, Jamaludin, Shaikh Abdul Karim Yamani, Ahmad Firdaus Mat Hedzir, Ahmad Syafiq Badrul Hisham, and Mohd Arif Fikri Mohamad Adnan. "Effects of Particle Sizes, Wood to Cement Ratio and Chemical Additives on the Properties of Sesendok (Endospermum Diadenum) Cement-bonded Particleboard." Scientific Research Journal 7, no. 2 (December 31, 2010): 57. http://dx.doi.org/10.24191/srj.v7i2.9419.

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An experimental investigation was performed to evaluate the properties of cement-bonded particleboard made from Sesendok wood. The target board density was set at a standard 1200 kg m·3• The effect of particle size, wood to cement ratio and the addition of sodium silicate and aluminium silicate on the wood cement board properties has been evaluated. A change of particle size from 1.0 mm to 2.0 mm has a significant effect on the mechanical properties, however the physical properties deteriorate. Increasing the wood to cement ratio from 1:2.25 to 1:3 decreases the modulus of rupture (MOR) by 11% and the addition of sodium silicate improves values farther by about 28% compared to the addition of aluminium silicate. The modulus of elasticity (MOE) in general increases with increasing cement content, but is not significantly affected by the addition of sodium silicate or aluminium silicate, although the addition of their mixture (sodium silicate and aluminium silicate) consistently yields greater MOE values. Water absorption and thickness swelling is significantly affected by the inclusion of additives and better values are attained using higher wood to cement ratios.
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16

Kasim, Jamaludin, Shaikh Abdul Karim Yamani, Ahmad Firdaus Mat Hedzir, Ahmad Syafiq Badrul Hisham, and Mohd Arif Fikri Mohamad Adnan. "Effects of particle sizes, wood to cement ratio and chemical additives on the properties of sesendok (Endospermum Diadenum) cement-bonded particleboard." Scientific Research Journal 7, no. 2 (December 31, 2010): 57. http://dx.doi.org/10.24191/srj.v7i2.5025.

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An experimental investigation was performed to evaluate the properties of cement-bonded particleboard made from Sesendok wood. The target board density was set at a standard 1200 kg m". The effect offarticle size, wood to cement ratio and the addition ofsodium silicate and aluminium silicate on the wood cement board properties has been evaluated. A change ofparticle size from 1.0 mm to 2.0 mm has a significant effect on the mechanical properties, however the physical properties deteriorate. Increasing the wood to cement ratio from 1:2.25 to 1:3 decreases the modulus ofrupture (MOR) by 11% and the addition ofsodium silicate improves valuesfurther by about 28% compared to the addition ofaluminum silicate. The modulus ofelasticity (MOE) in general increases with increasing cement content, but is not significantly affected by the addition ofsodium silicate or aluminium silicate, although the addition of their mixture (sodium silicate andaluminium silicate) consistentlyyields greater MOE values. Water absorption and thickness swelling is significantly affected by the inclusion ofadditives and better values are attained using higher wood to cement ratios.
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17

Kuznetsova, N. V., and V. А. Ezersky. "Assessment of the Possibility of Using the Cement-Bonded Wood Particle Board Wastes in Cement Composites Production." Voprosy sovremennoj nauki i praktiki. Universitet imeni V.I. Vernadskogo, no. 2(60) (2016): 038–51. http://dx.doi.org/10.17277/voprosy.2016.02.pp.038-051.

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18

Taş, Hasan Hüseyin. "Fiberglass Plaster Mesh as Reinforcement for Cement Bonded Particleboard." Drvna industrija 72, no. 2 (May 7, 2021): 187–92. http://dx.doi.org/10.5552/drvind.2021.2027.

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The effects of fiberglass plaster mesh (FPM) as reinforcement on some physical and mechanical properties of cement bonded particleboard (CBP) were examined. Experimental CBP with and without FPM were manufactured in laboratory conditions using wood particles, cement, tap water and chemical accelerators. Two plies of FPM, manufactured using fiberglass and polyester resin, were laid within the experimental CBP. The target density of CBP was 1300 kg/m3 in the study. Three different types of chemical accelerators (CaCl2, KCl, DARASET ® 580) were used in the experiments. Properties of CBP evaluated include 2- and 24-hour - thickness swelling (TS), 2- and 24-hour - water absorption (WA) and bending stiffness (MOE) and strength (MOR). The results indicate that all the board properties tested were significantly improved by FPM application. The average MOE values of the CBP boards with FPM was two times higher than those of the boards without FPM. Dimensional stability and MOR of the CBP boards were also significantly improved with the use of FPM. FPM can be used to improve inferior properties of the CBP, so as to make it more compatible with other wood based construction materials.
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19

Melichar, Tomáš, Ester Helanová, and Jiří Bydžovský. "Analyzing of Alternative Raw Materials for Production of Cement-Bonded Particle Boards." Advanced Materials Research 923 (April 2014): 108–11. http://dx.doi.org/10.4028/www.scientific.net/amr.923.108.

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The paper presents the results of research aimed at modifying the composition of the cement-bonded particleboards. These materials can be used as a suitable finish surface treatment among others for renovations of not only older buildings. Specifically, a problem of analyzing of selected and actually produced alternative raw materials in connection with previous results and findings. The effect of pretreatment with suitable grinding equipment was tested. Furthermore, it was the use of thermal methods for the quantification of the constituents of the analyzed material. In terms of subsequent modification of the composition of cement-bonded particleboards outputs can be found the outputs stated in the article as essential and beneficial for continuing research. The presented results also provide details of earlier findings made in this area.
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20

Lawal, K. J., A. Oluyege, T. S. Bola, K. S. Aina, B. C. Falemara, and O. F. Gakenou. "DIMENSIONAL STABILITY AND TENSILE STRENGTH OF WOOD PLASTIC COMPOSITE FORMED WITH HIGHER PLASTIC CONTENT." FUDMA JOURNAL OF SCIENCES 4, no. 3 (September 30, 2020): 609–14. http://dx.doi.org/10.33003/fjs-2020-0403-426.

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This study investigated the dimensional stability and strength properties of plastic bonded composites produced from wood waste particles and polyethylene using extruder. The composites were produced from wood species such as such as: Triplochiton scleroxylon, Terminalia superba and Gmelina arborea at a mixing proportion of 60:40 (plastic/wood) on a weight by weight basis. Evaluation of properties was carried out in accordance with the American Standard Testing Methods of 570 and 790 to determine the dimensional stability and strength properties of the composites. The results of findings revealed that water absorption and thickness swelling of the wood composites ranged from 10.08% to 15.36% and 4.33% to 5.58% respectively after 24hours and 48hours immersion in water. Tensile strength also ranged between 29.4MPa and 45.6MPa. Composite board made from T. superba wood particles had the lowest significant water absorption (10.08%), thickness swelling (4.33%) and highest significant tensile strength (45.6MPa) compared to composites produced from G. arborea and T. scleroxylon wood particles. It was observed that high density wood species exhibit lower water intake, lower thickness swelling and higher tensile strength, while the contrary is the case for lower density wood species. In conclusion, the three tree species used for the study could be recommended for the production of wood composite like particle board, fibre board, wood cement boards and others.
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21

Tudor, Eugenia Mariana, Christoph Scheriau, Marius Catalin Barbu, Roman Réh, Ľuboš Krišťák, and Thomas Schnabel. "Enhanced Resistance to Fire of the Bark-Based Panels Bonded with Clay." Applied Sciences 10, no. 16 (August 12, 2020): 5594. http://dx.doi.org/10.3390/app10165594.

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The aim of this study was to investigate the flammability of ecologically friendly, 100% natural larch and poplar bark-based panels bonded with clay. The clay acted as a fire retardant, and it improved the fire resistance of the boards by 12–15% for the surface and 27–39% for the edge of the testing specimens. The thermal conductivity was also analyzed. Although the panels had a density ranging from 600 to 900 kg/m3, thermal conductivity for the panel with a density of 600 kg/m3 was excellent, and it was comparable to lightweight insulation panels with much lower densities. Besides that, the advantage of the bark clay boards, as an insulation material, is mostly in an accumulative capacity similar to wood cement boards, and it can significantly improve the climatic stability of indoor spaces that have low ventilation rates. Bark boards with clay, similar to wood cement composites (wood wool cement composites and wood particle cement composites), have low mechanical properties and elasticity. Therefore, there their use is limited to non-structural paneling applications. These ecologically friendly, 100% natural and recyclable composites can be mostly used with respect to their thermal insulation, acoustics and fire resistance properties.
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22

Ferrandez-Villena, Manuel, Clara Eugenia Ferrandez-Garcia, Teresa Garcia-Ortuño, Antonio Ferrandez-Garcia, and Maria Teresa Ferrandez-Garcia. "Properties of Cement-Bonded Particleboards Made from Canary Islands Palm (Phoenix canariensis Ch.) Trunks and Different Amounts of Potato Starch." Forests 11, no. 5 (May 15, 2020): 560. http://dx.doi.org/10.3390/f11050560.

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Wood-cement panels are becoming increasingly widely used as prefabricated building materials. In order to increase the use of renewable resources as materials for industrial applications, the use of alternative plant fibres has been gaining interest. Additionally, it is assumed that new or better board properties can be achieved due to the different chemical and mechanical properties of such alternative sources of fibres. In south-eastern Spain, the Canary Islands palm (Phoenix canariensis) is widely used in urban landscaping. Plantations attacked by red palm weevils generate abundant plant waste that must be shredded and taken to authorised landfills. This paper discusses the use of particles of Canary Islands palm for manufacturing fibre panels containing 20% cement in relation to the weight of the particles, using different proportions of starch as a plasticiser. A pressure of 2.6 MPa and a temperature of 100 °C were used in their production. Density, thickness swelling, water absorption, internal bonding strength, modulus of rupture (MOR), modulus of elasticity (MOE), and thermal conductivity were studied. The mechanical tests showed that the MOR and MOE values increased with longer setting times, meaning that the palm particles were able to tolerate the alkalinity of the cement. The board with 5% starch had a MOR of 15.76 N·mm−2 and a MOE of 1.872 N·mm−2 after 28 days. The boards with thicknesses of 6.7 mm had a mean thermal conductivity of 0.054 W·m−1·K−1. These boards achieved good mechanical properties and could be used for general use and as a thermal insulation material in building construction.
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23

Ezerskiy, V., N. V. Kuznetsova, and A. D. Seleznev. "Justification of the Water-Cement Ratio Decision for Cement Mixtures Using CBPB Wastes." Materials Science Forum 945 (February 2019): 1009–15. http://dx.doi.org/10.4028/www.scientific.net/msf.945.1009.

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An unconventional approach to the design of cement mixtures with the addition of cement bonded particle board (CBPB) production waste is presented, which is characterized by high water consumption. For various compositions of fine-grained concrete prepared in accordance with the simplex-lattice design of the experiment, compressive strength and bending, as well as density of the samples, depending on the mixture factors, were researched. The fractions of CBPB wastes, water and sand at constant cement consumption were chosen as the influencing factors. For practical purposes, related to the design of cement composite compositions with the addition of CBPB wastes and with the determination of optimal values of the selected factors, mathematical models have been constructed on the basis of laboratory experiment data and with their help, the optimal ratios of components in the mixture have been determined. It was found that the content of water for the mixture mixing in the mixture has a significant effect on the strength characteristics of composites: increase of the strength of materials with a decrease in the water-cement ratio is a characteristic for compositions with the minimum amount of CBPB waste; increasing the content of the CBPB waste in the mixture the increase of the water-cement ratio leads to gain in strength. Optimal ratios of the mixture components providing maximum utilization of CBPB waste without loss of strength of composites are given.
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RANJAN, MANISH, N. ISMITA, and SHWETA BHATT. "Study on the suitability of Lantana camara and Dendrocalamus strictus for the manufacturing of cement bonded particle board." INTERNATIONAL JOURNAL OF FORESTRY AND CROP IMPROVEMENT 8, no. 2 (December 15, 2017): 141–44. http://dx.doi.org/10.15740/has/ijfci/8.2/141-144.

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Odeyemi, S. O., R. Abdulwahab, A. G. Adeniyi, and O. D. Atoyebi. "Physical and mechanical properties of cement-bonded particle board produced from African balsam tree (Populous Balsamifera) and periwinkle shell residues." Results in Engineering 6 (June 2020): 100126. http://dx.doi.org/10.1016/j.rineng.2020.100126.

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26

Saim, Mohamed. "The Effectiveness of Sustainable Construction Materials by Using U-Shaped Composite Spacer Block (UCop)​." Journal of Engineering and Science Research 3, no. 1 (February 20, 2019): 7–10. http://dx.doi.org/10.26666/rmp.jesr.2019.1.2.

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Nowadays in construction development, the needs of construction materials that have a unique reinforced concrete design with good quality, reasonable market price, and easy installation techniques has been prioritized. Therefore, this study aimed to produce an alternative new construction material that can fulfill the requirements. The U-shaped composite spacer block (UCop) through the production of Cement Bonded Particle Board (CBPB) as a specimen block was produced from the wood waste of carpentry work combined with Shorea spp. (Seraya red and white) particle size approximately 0.4mm - 2.00 mm. Then it was mixed together with Portland cement by using a ratio 1:2.5. The mixture was then added with Ammonia Chloride (Al2SO4) and Calcium Chloride (CaCl2) act as additives for this product. The physical and mechanical tests were conducted in this study. The results were showed that the thickness expansion was achieved an average of 1.79 %, which was passed the minimum requirement of MS934:1986 standards. However, the flexural strength did not meet the minimum standards. The poor mixing technique was attributed to the results. However, UCop still could contribute as an alternative solution in ease the concrete pouring process using a special binder, giving the spacer block any resistance to formwork of columns or beams is filled with concrete. The high-impact innovations of this product in construction such as it can help the process to be more efficient and to reduce construction costs, next indirectly preserve the nature.
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Atoyebi, Olumoyewa D., Temitope F. Awolusi, and Iyinoluwa E. E. Davies. "Artificial neural network evaluation of cement-bonded particle board produced from red iron wood (Lophira alata) sawdust and palm kernel shell residues." Case Studies in Construction Materials 9 (December 2018): e00185. http://dx.doi.org/10.1016/j.cscm.2018.e00185.

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28

Marteinsson, Björn, and Edgar Gudmundsson. "Cement Bonded Particle Boards with Different Types of Natural Fibres—Using Carbon Dioxide Injection for Increased Initial Bonding." Open Journal of Composite Materials 08, no. 01 (2018): 28–42. http://dx.doi.org/10.4236/ojcm.2018.81003.

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29

Rukhov, A. V., A. A. Degtyarev, A. V. Trishina, and A. V. Rukhov. "A Study of the Mechanism of Origin and Composition of Efflorescence on the Surface of Cement Bonded Particle Boards." Vestnik Tambovskogo gosudarstvennogo tehnicheskogo universiteta 25, no. 2 (2019): 296–303. http://dx.doi.org/10.17277/vestnik.2019.02.pp.296-303.

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30

Sigalov, Aleksandr, Sergey Sinenko, and Tatiana Poznahirko. "Studying the effects of coarse pore expanded clay concrete on a permanent formwork made of cement bonded particle boards." MATEC Web of Conferences 117 (2017): 00158. http://dx.doi.org/10.1051/matecconf/201711700158.

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31

Taş, Hasan Hüseyin, and Fatih Mehmet Kul. "Sunflower (Helianthus Annuus) Stalks as Alternative Raw Material for Cement Bonded Particleboard." Drvna industrija 71, no. 1 (March 16, 2020): 41–46. http://dx.doi.org/10.5552/drvind.2020.1907.

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Sunflower stalks (Helianthus annuus) were studied as an alternative raw material for cement bonded particleboard. Experimental cement bonded particleboards measuring 500 mm × 500 mm × 12 mm with nominal density of 1300 kg/m3 were produced using different ratios of sunflower stalk particles with wood. Properties of the cement bonded particleboards evaluated include water absorption, thickness swelling, screw withdrawal strength and bending properties. Results of the study showed that the addition of small amount of sunflower stalks in the production of cement bonded particleboard does not significantly influence the properties tested. Inclusion of more stalks in the mixture significantly decreases mechanical properties and raises thickness swelling and water absorption values of the cement bonded particleboard. Results indicate that boards which include a small amount of sunflower stalks provide properties required by the standards for general purpose-use cement bonded particleboards.
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32

Aina, K. S., B. C. Falemara, and D. S. Ebeniro. "Comparative Analysis of Properties of Particleboards Made from Corn Cobs at Varying Proportions of Clay Soil." Nigerian Journal of Technological Development 17, no. 2 (July 22, 2020): 127–33. http://dx.doi.org/10.4314/njtd.v17i2.8.

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Particles of dried corn cobs were employed for manufacture of cement bonded particleboards. Two types of clay soil (red and white) were used as supplement with cement to manufacture cement bonded particleboards. The production of the boards was done at varying proportions of 50/50/0, 50/40/10, 50/30/20, 50/20/30, 50/10/40 and 50/0/50 for (corn/cement/clay) in weight to weight basis while the other considerable production factors like nominal density and curing agent percentage remained constant at 1.30 g/cm3 and 3%. The chemical composition of the soil such as pH, organic carbon, organic matter, total nitrogen, and exchangeable bases were determined. Its impact on physical and mechanical properties such as density, water absorption, thickness swelling, modulus of rupture and modulus of elasticity were also investigated The results of the analysis of variance shows that all considerable production factors for the cement bonded particleboards were significant at 5% level of probability except clay soil type for density. The results show that cement bonded particleboard made of red clay soil with higher content of exchangeable bases proves better outstanding performance in density, strength and dimensional properties than the white clay soil. Among the cement bonded particleboards made at varying proportions. It was discovered that boards of 50/20/30 (corn/cement/clay) had better strength properties than others. Also, the boards made at the proportions of 50/40/10, 50/10/40 and 50/30/20 (corn/cement/clay) were better dimensionally stabled in moisture exposure but weak in strength. The outcome of this study may serve as a guideline for any manufacturer who intends to use clay soil as supplement for production of particleboards. Keywords: Cement, particleboard, clay soil, corn cobs, strength, variance
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Papadopoulos, Antonios N. "Performance of cement bonded boards made from maple particles." Holz als Roh- und Werkstoff 66, no. 5 (July 13, 2008): 385–87. http://dx.doi.org/10.1007/s00107-008-0260-6.

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34

Olorunnisola. "Dimensional stability of cement-bonded composite boards made from rattan cane particles." Journal of Bamboo and Rattan 4, no. 2 (April 1, 2005): 173–82. http://dx.doi.org/10.1163/1569159054699308.

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35

Nunes, Lina, Eleonora Cintura, João L. Parracha, Bruno Fernandes, Vitor Silva, and Paulina Faria. "Cement-Bonded Particleboards with Banana Pseudostem Waste: Physical Performance and Bio-Susceptibility." Infrastructures 6, no. 6 (June 13, 2021): 86. http://dx.doi.org/10.3390/infrastructures6060086.

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This article evaluates the relevant properties of cement-bonded particleboards (CBPB) made with a portion of maritime pine (Pinus pinaster) particles replaced with an agricultural waste, banana pseudostem (Musa sp.). The industrial production of CBPB was simulated in the laboratory based on a reference composition defined by a manufacturing company. Test specimens were produced assuming 0%, 25%, 50% and 75% partial replacement of wood particles with banana pseudostem fibres. Some physical properties (bulk density, thermal conductivity, and dimensional stability) and the mould susceptibility of the different variables were assessed. Results show that the thermal conductivity of the boards increased with the banana fibre proportion and ranged between 0.233 W/(m.K) and 0.279 W/(m.K). The bulk density values generally increased with the banana fibre proportion and ranged between 1754–1995 kg/m3, being the highest value obtained for B50 (equal weight proportion of wood particles and banana fibres). Specimens with a higher percentage of banana fibres have reduced thickness resulting from swelling, ranging between 0.38% and 0.11% (for 0% and 75% of banana fibres, respectively). CBPBs with unsanded surfaces seem to be unsusceptible to mould development, whereas those with sanded surfaces, simulating wearing, show some bio-susceptibility. Mould development increases with the proportion of banana fibre. The results highlight the need for regular maintenance of the particleboards, thus avoiding surface wear over time and resulting in the exposure of the wood particles and/or banana fibres to the outside environment.
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Papadopoulos, Antonios N. "Decay Resistance of Cement Bonded Oriented Strand Board." Journal of the Institute of Wood Science 18, no. 2 (December 2008): 109–11. http://dx.doi.org/10.1179/wsc.2008.18.2.109.

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37

Soroushian, Parviz, Fadhel Aouadi, Habibur Chowdhury, Ali Nossoni, and Ghulam Sarwar. "Cement-bonded straw board subjected to accelerated processing." Cement and Concrete Composites 26, no. 7 (October 2004): 797–802. http://dx.doi.org/10.1016/j.cemconcomp.2003.06.001.

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38

Ghosh, Rupak Kumar, Md Mizanur Rahman, Atanu Kumar Das, Rumana Rana, and Md Iftekhar Shams. "Introducing Areca catechu as a raw material of cement-bonded board through determining the properties of Areca catechu cement-bonded board." Journal of the Indian Academy of Wood Science 12, no. 2 (June 25, 2015): 99–103. http://dx.doi.org/10.1007/s13196-015-0150-6.

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39

Wardhana, Henry, and Ninis Hadi Haryanti. "The Characteristics of Purun Tikus Particle Board Cement Board." IOSR Journal of Applied Chemistry 10, no. 01 (January 2017): 01–04. http://dx.doi.org/10.9790/5736-1001010104.

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40

Wardhana, Henry, and Ninis Hadi Haryanti. "The Characteristics of Purun Tikus Particle Board Cement Board." IOSR Journal of Computer Engineering 10, no. 01 (January 2017): 01–04. http://dx.doi.org/10.9790/0661-1001010104.

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41

Hermawan, Dede, Bambang Subiyanto, and Shuichi Kawai. "Manufacture and properties of oil palm frond cement-bonded board." Journal of Wood Science 47, no. 3 (June 2001): 208–13. http://dx.doi.org/10.1007/bf01171223.

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42

Das, Atanu Kumar, Masum Billha, Md Iftekhar Shams, and Md Obaidullah Hannan. "Physical and mechanical properties of bamboo wastage cement bonded board." Journal of the Indian Academy of Wood Science 9, no. 2 (December 2012): 170–75. http://dx.doi.org/10.1007/s13196-012-0084-1.

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43

Owoyemi, J. M., Babatunde Ajayi, and O. S. Ogunrinde. "Assessment of Inorganic Bonded Paperboards Produced from Kraft and Recycled Newsprint." Key Engineering Materials 668 (October 2015): 322–29. http://dx.doi.org/10.4028/www.scientific.net/kem.668.322.

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Homogeneous cement bonded paperboards were made with recycled newsprints and Kraft paper with ordinary Portland cement and curing reagent. Boards were produced at the blending proportions of 100:0, 50:50 and 0:100 respectively and at cement/ paper ratio of 1:1, 2:1 and 3:1 respectively. Dimensional movements were evaluated to investigate the effect of the variables used in board manufacturing before and after exposure to accelerated aging tests procedure. Increase in mixing ratio and blending proportion caused decrease in Thickness Swelling (TS) and Water Absorption (WA) while TS and WA of the untreated boards were lower than the accelerated aging treated boards. The dimensional movement of Kraft paper was higher than that of recycled newsprint before and after accelerated aging treatment. The strongest and most dimensionally stable board was produced at the highest level of cement/ paper ratio. The pre-accelerated ageing test carried out showed that mechanical properties were higher 2:1 and 3:1 paper cement mixing ratios. Kraft paper produced the strongest and most dimensionally stable board than recycled newsprint. From this study Kraft paper and recycled newsprint proved to be suitable for the manufacture of cement bonded paperboard capable of meeting the needs in core and low cost housing construction.
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44

Keprdová, Šárka, and Klára Křížová. "Application of Alternative Fillers in the Cement-Bonded Particleboards Structure." Advanced Materials Research 897 (February 2014): 319–22. http://dx.doi.org/10.4028/www.scientific.net/amr.897.319.

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Cement-bonded particleboards merge the good properties of wood and cement; they are board materials with properties which are pre-determined for use in many different cases in the case of construction of walls and partition walls, lower ceilings, facades, floors, etc. The disadvantage of the cement-bonded particleboards is the relatively high price which is mainly derived from the price of input materials. The main component creating the filler for cement-bonded particleboards is wood. Wooden chips are produced from tree trunks of cut trees which mean that, first of all, it is necessary to produce chips from the wooden substance. By using alternative fillers, it is possible to partially or wholly avoid this part of the production. The use of alternative raw materials in construction materials means there is the opportunity to decrease manufacturing costs and eliminate ecological loads. The content of this paper is the use of alternative fillers as an organic, as well as inorganic origin in the structure of cement-bonded particleboards. For the production of boards, technical hemp was selected, straw and jute as representatives of the most often used organic raw materials followed by a narrow fraction of Refaglas cellular glass, synthetic fibres and waste from the production of ORSIL mineral wool. In the board structure, this concerned 100% or 50% substitution of wooden splinter. For the valorisation of options for future use in board materials, physical-mechanical properties were monitored; in particular, attention was paid to bending strength, modulus of elasticity in bending and bulk density. Newly created boards must fulfil the technical parameters required for cement bonded particleboards stated by the standard EN 634-2.
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45

Gnanaharan, R., and T. K. Dhamodaran. "Suitability of Some Tropical Hardwoods for Cement-Bonded Wood-Wool Board Manufacture." Holzforschung 39, no. 6 (January 1985): 337–40. http://dx.doi.org/10.1515/hfsg.1985.39.6.337.

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46

Melichar, Tomáš, Jiří Bydžovský, and Šárka Keprdová. "Cement-Bonded Chip Boards Using Hemp and Energy by-Products in Civil Engineering." Advanced Materials Research 512-515 (May 2012): 2956–60. http://dx.doi.org/10.4028/www.scientific.net/amr.512-515.2956.

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The aim of the research presented in this article was studying the basic physico-mechanical parameters of cement-bonded chip boards with hemp used as filler and by-products of energy production applied when modifying the bonding component. Determining and evaluating the basic parameters of boards of modified composition allowed for assessment of the effect of adding or substituting the bonding component within the cement chip board matrix. The work focused on the flexural strength, modulus of elasticity and density. In terms of anomalies in the cement matrix, i.e. uncommon crystalline phases in cement composites, representative samples were selected for differentially thermal and X-ray diffraction analysis.
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47

Suhasman. "PERBANDINGAN KARAKTERISTIK PAPAN SEMEN DARI BATANG DAN CABANG KAYU ASAL HUTAN RAKYAT." PERENNIAL 8, no. 1 (April 1, 2012): 30. http://dx.doi.org/10.24259/perennial.v8i1.212.

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Optimum utilization of raw materials is very important to overcome the limited raw materials supply. The objective of this study was to analyze the physical and mechanical properties of cement board made of stem and branch of tree. Materials used in this study were three wood species from community forest, namely; sengon (Paraserianthes falcataria), candlenut (Aleurites moluccana), and gmelina (Gmelina arborea). The raw materials taken from stem and branch of tree were converted into particle using hammer mill. Composition of particle, water, and cement weight based were 1 : 1,25 : 2,5 for produce cement board, while density target of the boards were 0.85 g cm-3. To improve the board quality, 2.5 % CaCl2 based on cement weight was added. Mixed meterials then cold pressed during 24 hours and then conditioned for 1 month before tested. The research resuts are as follows: 1) Dimensional stability of cement board made from stem were superior compared to cement board made from branch of tree, 2) The MOR and Internal Bond of cement board have no clear different pattern between stem and branch of tree, 3) The MOE of cement board made from branch were higher compared to cement board made from stem of the three wood species. Key words: Cement board, community forest, sengon, candlenut, gmelina
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Hermawan, Dede, Toshimitsu Hata, Shuichi Kawai, Wakatsu Nagadomi, and Yasuo Kuroki. "Manufacturing oil palm fronds cement-bonded board cured by gaseous or supercritical carbon dioxide." Journal of Wood Science 48, no. 1 (February 2002): 20–24. http://dx.doi.org/10.1007/bf00766233.

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49

Maail, Rohny Setiawan, Dede Hermawan, and Yusuf Sudo Hadi. "PAPAN SEMEN-GYPSUM DARI CORE-KENAF (Hibiscus cannabinus L.) MENGGUNAKAN TEKNOLOGI PENGERASAN AUTOCLAVE." PERENNIAL 2, no. 2 (July 1, 2006): 11. http://dx.doi.org/10.24259/perennial.v2i2.156.

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Cement and gypsum bonded cellulosic fiber reinforced materials are ultimately ideal ecological building products. Their capability to use industrial coproducts and wastes as both their matrix material make its reinforcement also environmentally sustainable products. The objective of this study was to evaluate the effect of proportion cement-gypsum and curing autoclave time on the properties of cement gypsum board from core-kenaf. Three levels of proportion cement and gypsum were applied, namely; 40:60, 50:50, and 60:40, where cements contain at face-back layers and gypsum contain at core layers. Five levels of curing autoclave time were applied, namely ; conventional curing 2 weeks (control), curing autoclave 2, 4, 8, and 16 hours. CaCl2 3% and Borax 2 % was used as an accelerator and retarder. The physical and mechanical properties of cement-gypsum board were observed in according to JIS A 5417-1992. The results show that the physical and mechanical properties were gain on proportion of cement-gypsum 60:40 with 8 hours curing autoclave. Key words : Core-kenaf, Cement-gypsum board, Autoclave References
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Li, Ye, Liu Guo, Dafei Ding, and Liugang Chen. "Effect of particle size of hydromagnesite on properties of calcium aluminate cement bonded corundum based castables." Ceramics International 46, no. 17 (December 2020): 27119–25. http://dx.doi.org/10.1016/j.ceramint.2020.07.189.

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