地板基材剖面密度分布对模压地板主要物理力学性能的影响

探讨了不同剖面密度分布的地板基材对模压地板主要物理力学性能的影响，揭示其变化规律。剖面密度分布不同的地板基材对模压地板成品的密度影响不大；剖面密度分布不同的地板基材，尤其是表层厚度对模压地板成品内结合强度、静曲强度、吸水厚度膨胀率的影响显著，表层厚度在2.0～2.4mm之间的地板基材压贴后的成品，其内结合强度下降的小，静曲强度下降大，吸水厚度膨胀率增加的多；表层厚度在1.2～1.5mm之间的地板基材压贴后的成品，其内结合强度下降大，静曲强度下降小，吸水厚度膨胀率增加少。     

树脂含量对相思树皮模压制品的影响

以马占相思和厚荚相思树皮粉为原料,采用单因素试验法,探讨不同树脂含量对模压制品的密度、吸水厚度膨胀率、静曲强度和内结合强度的影响。试验结果表明,树脂含量对模压制品密度、吸水厚度膨胀率、静曲强度、弹性模量和内结合强度均有显著影响。随着树脂含量的增加,模压制品的各项物理力学性能都会提高。在压力36 MPa、时间8 min、温度160℃的条件下,树脂含量为15%时,模压制品吸水厚度膨胀率低,静曲强度和内结合强度均优于中密度纤维板,并达到家具类模压刨花制品一等品要求。     

均质结构的泡桐刨花板物理力学性能探讨

利用正交试验法,探讨了密度、施胶量及热压压力对板材物理性能的影响,提出较佳的工艺参数。研究表明:在试验范围内,密度增大,力学强度和吸水厚度膨胀率随之增大;施胶量增大,力学强度和甲醛的释放量增加,吸水厚度膨胀率减小;热压压力增加,内结合强度降低,静曲强度、弹性模量以及吸水厚度膨胀率几乎不变,热压压力由1.5 MPa增加到2.25 MPa时,内结合强度约降低了3%,热压压力由2.25 MPa增加到3 MPa时,内结合强度约降低了6%。     

室外用重组竹及重组竹木复合材生产工艺初探

以酚醛树脂为胶粘剂,以竹束和木单板为原料,制造出室外用重组竹和重组竹木复合材,探讨了热压温度和压力对板材的弹性模量、静曲强度以及吸水厚度膨胀率的影响规律。结果表明:随着热压温度的提高,重组竹和重组竹木复合材的静曲强度、弹性模量、尺寸稳定性显著增加;在本研究范围内,热压压力对板材力的学强度和吸水厚度膨胀率的影响不显著;重组竹的静曲强度和弹性模量均明显高于重组竹木复合材,但其尺寸稳定性无显著区别;重组竹和重组竹木复合材的优化热压温度与压力分别为170℃和4MPa。     

竹木复合中密度纤维板工艺条件的研究

研究了竹木纤维混合比、空比和纤维筛分值工艺条件对木复合中密度性能的影响。结果表明，在合适的工艺条件下，可以生产出具有优良性能的竹木复合中密度纤维板。竹木复合中密度纤维板的静曲强度、弹性模量和吸水厚度膨胀率随竹木纤维混合比的增大而增大；而平面抗拉强度在０／１～１／１范围内随竹木纤维混合比加大模量和吸水厚度膨胀率随竹木纤维混合比为１／１时，ＩＢ最小。板的静曲强度、弹性模量、平面抗拉强度和吸水厚度膨胀率     

秸秆刨花板性能分析

对普通木质刨花板、麦秸刨花板及稻草刨花板进行了密度、含水率、吸水厚度膨胀率、静曲强度和弹性模量、内结合强度、表面结合强度及握钉力的测试,结果表明,麦秸刨花板在强度方面不及木质刨花板,稻草刨花板在抗弯性能上也无法满足要求,两种秸秆板的握钉力都较差。产生上述差距的关键原因是板坯的密度,另外,与原料形态、加工工艺、机械设备等也有关系。     

竹材水泥碎料板制造初探

用正交试验法探讨竹材碎料的预处理方法,板材密度和水泥/竹材比对产品的静曲强度,吸水率和吸水厚度膨胀率的影响规律。研究结果表明,以竹材为原料制造水泥碎料板的竹材必须进行预处理,否则不能硬化成板;竹材水泥碎料板的静曲强度随着板的密度增大而增大,吸水率随板的密度增大而降低。水泥/竹材比对吸水率无显著影响;竹材水泥碎料板的吸水厚度膨胀率是随水泥/竹材比增大而降低,与板的密度无明显关系。     

枝桠材制备木质刨花板成板工艺及性能研究

采用柳树枝桠材制得的片状刨花制备木质刨花板;通过正交试验设计,研究施胶量、预设密度以及石蜡添加量对板材物理力学性能的影响。结果表明,预设密度对静曲强度和静曲弹性模量均有显著的正相关线性影响,对内结合强度有显著影响;施胶量对静曲弹性模量和内结合强度有一定的正相关影响;所有试验因素对2 h吸水厚度膨胀率均有一定影响。从板材性能和成本角度考虑,确定柳树枝桠材制备木质刨花板的最佳工艺为:施胶量7%,预设密度0.7 g/cm~3,石蜡添加量4%。     

浅议配料比对木纤维／聚丙烯复合材料性能的影响

本文研究了配料比对木纤维／聚丙烯复合材料物理力学性能的影响,研究结果表明：随着聚丙烯用量的增加,木纤维／聚丙烯复合材料的弹性模量、静曲强度呈先上升后下降趋势。当聚丙烯用量为25％左右时,弹性模量和静曲强度均达到较大值;随着聚丙烯用量的增加,吸水厚度膨胀率呈下降趋势,而密度略呈上升趋势。     

密度及热压工艺对竹篾层积材性能的影响

为解决冷压工艺生产周期长和能量消耗大的问题,采用梯度降压的热压法制备竹篾层积材,并分析工艺参数对其性能的影响.结果表明:热压温度对板材的弹性模量、静曲强度、吸水厚度膨胀率和水平剪切强度影响显著;热压时间和密度对板材的吸水厚度膨胀率影响较大.在密度1.0 g/cm3、热压时间1.5 min/mm、温度145～155℃的条件下,板材性能达到LY/T 1072-2002《竹篾层积材》和GB/T 20241-2006《单板层积材》的要求.     

Characterization of bagasse binderless particleboard manufactured in high-temperature range

This paper describes the features of binderless particleboard manufactured from sugarcane bagasse, under a high pressing temperature of 200–280 °C. Mechanical properties [i.e., modulus of rupture (MOR) and elasticity (MOE) in dry and wet conditions, internal bonding strength (IB)] and dimensional stability [i.e., thickness swelling (TS)] of the board were evaluated to investigate the effect of high pressing temperature. Recycled chip binderless particleboards were manufactured under the same conditions for comparison, and particleboards bonded with polymeric methylene diphenyl diisocyanate (PMDI) resin were manufactured as reference material. The target density was 0.8 g/cm³ for all of the boards. The results showed that the mechanical properties and dimensional stability of both types of binderless boards were improved by increasing the pressing temperature. Bagasse showed better performance than that of recycled chip as a raw material in all evaluations. Bagasse binderless particleboard manufactured at 260 °C had an MOE value of 3.5 GPa, which was equivalent to the PMDI particleboard, and a lower TS value of 3.7 % than that of PMDI particleboard. The MOR retention ratio under the dry and wet conditions was 87.0 %, while the ratio for the PMDI particleboard was only 54.6 %. The obtained results showed the possibility of manufacturing high-durability binderless particleboard, with good dimensional stability and water resistance, which previously were points of weakness for binderless boards. Manufacturing binderless boards under high temperature was effective even when using particles with poor contact area, and it was possible to express acceptable properties to allow the manufacture of particleboards. Further chemical analysis indicated a contribution of a saccharide in the bagasse to the improvement of the board properties.     

Prediction of wood stiffness, strength, and shrinkage in juvenile wood of radiata pine

Development of optimal ways to predict juvenile wood stiffness, strength, and stability using wood properties that can be measured with relative ease and low cost is a priority for tree breeding and silviculture. Wood static modulus of elasticity (MOE), modulus of rupture (MOR), radial, tangential, and longitudinal shrinkage (RS, TS, LS), wood density (DEN), sound wave velocity (SWV), spiral grain (SLG), and microfibril angle (MFA) were measured on juvenile wood samples from lower stem sections in two radiata pine test plantations. Variation between inner (rings 1–2 from pith) and outer (rings 3–6 from pith) rings was generally larger than that among trees. MOE and MOR were lower (50%) in inner-rings than in outer-rings. RS and TS were higher (30–50%) for outer-rings than inner-rings, but LS decreased rapidly (>200%) from inner-rings to outer-rings. DEN had a higher correlation with MOR than with MOE, while MFA had a higher correlation with dry wood MOE than with MOR. SLG had higher significant correlation with MOE than with MOR. DEN and MOE had a weak, significant linear relationship with RS and TS, while MOE had a strong negative non-linear relationship with LS. Multiple regressions had a good potential as a method for predicting billet stiffness (R ² > 0.42), but had only a weak potential to predict wood strength and shrinkage (R ² < 0.22). For wood stiffness acoustic velocity measurements seemed to be the most practical, and for wood strength and stability acoustic velocity plus core density seemed to be the most practical measurements for predicting lower stem average in young trees.     

半干法石膏纤维板工艺研究：Ⅰ.原料配比,密度等对板材性能的影响

本研究是建立在我国资源和工业技术基础之上,探讨利用木纤维以半干法制造石膏纤维板（ＧＦＢ）的生产工艺;提出了半干法石膏纤维板的工艺方案,并建立了密度、木膏比、水膏比与板材性能的数学模型。结果表明：密度（Ｄ）增加,板材力学性能显著提高,木膏比（Ｗ／Ｇ）、水膏比（Ｈ／Ｇ）有效强的交互影响。木膏比增大,板材反弹率和吸水厚度膨胀率（ＴＳ）增加,纤维形态,蒸煮工艺对板材静曲性能无显著影响,纤维形态对内结合强度     

Durability characteristics of cement-bonded particleboards manufactured from maize stalk residue

Cement-bonded particleboards of 6 mm in thickness were manufactured using maize stalk (Zea mays) particles of uniform sizes at three levels of board density and additive concentrations respectively. The bending strength and dimensional properties were assessed. Increase in board density and additive concentration caused increase in Modulus of rupture (MOR), Modulus of elasticity (MOE), and decrease in Thickness swelling (TS) and Water absorption (WA). The MOR, MOE and TS of the boards were significantly affected by board density except for WA, but additive concentration affected all the boards’ properties examined at p ≥ 0.05. Strong and dimensional stable cement-bonded boards could be manufactured from maize stalk particles with Portland cement as the binder after hot water treatment. Although the dimensional stability and mechanical strength properties of the boards were affected by the board density and additive concentration, the study revealed that cement-bonded particleboards could be manufactured from maize stalk (Zea mays) particles. However, the increase in board density and additive concentration could cause the increase in MOR and MOE, and cause the decrease in TS and WA of boards.     

锯屑掺入量对快速固化水泥刨花板性能的影响

就不同的细料(锯屑)掺入量对快速固化水泥刨花板的性能的影响作了探讨,结果表明:锯屑的掺入对水泥刨花板的密度、静曲强度、内结合强度和厚度膨胀率均有一定的影响,当锯屑的掺入量占木质原料总量的20% ～ 30%时,既可以改善板的性能,又可以提高木质原料的利用率.     

Improvement on the properties of gypsum particleboard by adding cement

Gypsum particleboard (GPB) has high thickness swelling (TS), high water absorption (WA), and low mechanical properties compared with cement-bonded particleboard. The properties of GPB were improved by adding cement. The experimental results showed that GPB with the added cement had good physical and mechanical properties compared with those of gypsum particleboard with no added cement. The TS and WA of gypsum particleboard with added cement were reduced by 10%. The mechanical properties of GPB, such as internal bond strength (IB), modulus of rupture (MOR), and modulus of elasticity (MOE), increased when the GPB was made with added cement. The properties of GPB improved relative to the quantity of cement added. With an increase of cement content from 5% to 10%, the TS and WA were reduced, and the IB, MOR, and MOE were increased. In contrast, the TS and WA increased and the IB, MOE, and MOR decreased when the cement content was increased from 15% to 30%. Thus the physical and mechanical properties of GPB were successfully improved when the added cement content was 10%.An outline of this paper was presented at the 47th Annual Meeting of the Japan Wood Research Society in Kochi, April 1997     

Formation of the density profile and its effects on the properties of particleboard

Summary Two types of particleboards bonded with an isocyanate resin, one with uniform vertical density profile (homo-profile), and the other with conventional U-shaped profile, were fabricated to various density levels using lauan (Shorea spp.) particles. The fundamental relationships between the density profile and the board properties were determined, and the results are summarized as follows: 1. In homo-profile boards, the moduli of rupture (MOR) and elasticity (MOE), internal bond (IB) strength, and screw withdrawal resistance (SWR), are highly correlated to the board mean density. 2. The bottom limit of the board density is estimated to be ca. 0.25 g/cm³, based on the correlation regressions between mechanical properties and mean density. 3. At equal mean density level, the MOR and MOE of the conventional particleboards are higher than the homo-profile boards, due to the higher density near the faces. However, the reverse is true for IB, owing to the presence of the low density core in the former. 4. The net impact of peak density on MOR and MOE is greater at higher mean density level while raising the core density results in more pronounced improvement in IB at lower density. 5. In addition to the compaction ratio, the dimensional stability of the board is also affected by the peak area and mat moisture content. Received 9 January 1997     

Physical and mechanical properties of particleboard from roselle (Hibiscus sabdariffa) stalks and eucalyptus (Eucalyptus camaldulensis) wood particles

Abstract

The objective of this work was to evaluate the performance of particleboard manufactured from roselle (Hibiscus sabdariffa) stalks and eucalyptus (Eucalyptus camaldulensis) wood. The manufacturing parameters were various roselle (Hibiscus sabdariffa) ratios in the mixture (0, 25, 50, 75 and 100%) and press time (3, 5 and 7 min). Modulus of elasticity (MOE), modulus of rupture (MOR), internal bonding (IB) strength values and thickness swelling (TS) after 24-hour water soaking of the panels were determined according to the procedure of European Union (EN) Standard. The results of the study demonstrate that roselle stalks can be an alternative raw material source for particleboard industry. With an increase of roselle particles from 0% to 100%, the TS was reduced, and the IB, MOR and MOE were increased. The highest MOE, MOR, IB strength and TS values of the samples were found as 2754.18, 16.81, 0.89 N/mm² and 15.26% for the panels made using 100% roselle with a 7-min press time, respectively.     

喷蒸热压法棉秆无胶碎料板的研制

以棉秆为原料,采用喷蒸热压法研制无胶碎料板,探讨板的密度、蒸汽压力及喷蒸时间对棉秆无胶碎料板的物理力学性能的影响.结果表明:在试验范围内,随着板密度增大,无胶碎料板的静曲强度、弹性模量与内结合强度明显提高;提高蒸汽压力及延长喷蒸时间,能明显降低无胶碎料板的吸水厚度膨胀率.     

Physical and Mechanical Properties of Flakeboard Reinforced with Bamboo Strips

The objective of this study was to investigate the physical and mechanical performance of flakeboard reinforced with bamboo strips. The study investigated three different bamboo strip alignment patterns and an experimental control. All panels were tested in static bending both along parallel and perpendicular to the lengths of the bamboo strips. Internal bond strength (IB), thickness swelling (TS), linear expansion (LE), and water absorption (WA) were also examined. As expected, modulus of rupture (MOR) and modulus of elasticity (MOE) were substantially greater for all three experimental panel types as compared to the control group. LE was also improved for all three experimental panel groups. The bamboo strip alignment patterns had no significant effect on TS, WA and IB. The sample means for MOR, MOE and LE tested perpendicular to the bamboo strip lengths yielded slightly lower mean values than corresponding samples tested parallel to the bamboo strips lengths. This difference in mechanical properties is largely attributed to low panel density in the failure zones.