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.     

蔗髓含量对蔗渣碎料板性能的影响研究

研究了蔗髓含量（质量分数）分别在10%、20%、30%、40%4种不同情况下蔗渣碎料板的密度、静曲强度、弹性模量、内结合强度、吸水厚度膨胀率和板面握钉力等物理力学性能的变化规律.结果发现，随蔗髓含量的增加，板材的密度增加，弹性模量和板面握钉力下降；在蔗髓含量低于20%以下时，蔗髓的存在对板材的静曲强度无明显影响，而随蔗髓含量增加，吸水厚度膨胀率影响显著上升；在蔗髓含量高于20%以上时，蔗髓的含量增加使板材静曲强度明显下降，而对吸水厚度膨胀率无影响；蔗髓的含量对板材的内结合强度影响不明显.     

单板冷冻预处理对杨木LVL性能的影响

将杨木单板置于-5～-30℃条件下进行冷冻预处理,对采用冷冻预处理的单板制造的杨木LVL进行静曲强度、弹性模量、吸水厚度膨胀率、24 h吸水率测试.结果表明,对杨木单板进行冷冻预处理后,杨木LVL的吸水厚度膨胀率平均降低22.4%,而弹性模量、静曲强度和24 h吸水率无显著变化.     

三种竹碎料板的物理力学性能比较分析

对三种竹碎料板的物理力学性能进行了比较分析。板材弹性模量：竹席增强竹碎料板〉竹碎料/木纤维复合板〉普通竹碎料板;静曲强度：竹席增强竹碎料板〉竹碎料/木纤维复合板〉普通竹碎料板;吸水率：普通竹碎料板〉竹碎料/木纤维复合板〉竹席增强竹碎料板;吸水厚度膨胀率：普通竹碎料板〉竹碎料/木纤维复合板〉竹席增强竹碎料板;内结合强度：竹碎料/木纤维复合板〉竹席增强竹碎料板〉普通竹碎料板。     

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     

红麻秆无胶碎料板的研究

制定了红麻秆(Hibiscus cannabinus)材料在无任何添加剂的条件下制作无胶碎料板的相关工艺,探讨了红麻杆无胶碎料板的密度与其物理力学性能(静曲强度、内结合强度、吸水厚度膨胀率)间的关系,根据国家标准GB/T4897.2-2003干燥状态下使用的普通刨花板要求评价了红麻杆无胶碎料板的性能,结果表明:当密度大于0.7g/cm3时,红麻秆无胶碎料板的性能即能够满足标准要求。并使用傅里叶红外光谱研究了其在热压过程中的官能团变化,进而初步分析红麻秆无胶碎料板的胶合机理。     

关键参数对大豆胶桉木刨花板性能的影响

研究了刨花板密度、施胶量、施胶后含水率、增黏剂用量等参数对大豆胶刨花板各项性能的影响。结果表明:大豆胶刨花板的弹性模量和静曲强度随着密度的增大而增大;随着施胶量的增大,静曲强度、弹性模量和内结合强度呈上升趋势,而2h吸水厚度膨胀率基本没有变化;随着表层施胶后含水率的增大,静曲强度、弹性模量和内结合强度呈上升趋势,而2h吸水厚度膨胀率变小;增黏剂的加入显著改善了刨花板制备时的预成型性,提升了力学强度。     

麦秸/木材三层结构无机刨花板的制备工艺

以麦秸、木材碎料和无机胶黏剂制备麦秸/木材三层结构刨花板。研究麦秸与木材配比、板材密度、热压时间和温度对板材性能的影响。结果表明:随麦秸配比增加,板材抗弯性能降低,内结合强度增大,吸水厚度膨胀率(TS)减小;随密度增加和热压时间延长,板材力学性能增大,TS降低;随热压温度升高,板材力学性能先增大后减小,TS呈相反趋势。优化制板工艺为:碎料配比5:5,密度1.2g/cm~3,热压时间30min,温度100℃。     

竹碎料含水率对无胶竹木复合夹层板性能的影响

以竹碎料为芯层材料,以杨木单板为表板材料制备无胶竹木复合夹层板,研究芯层竹碎料含水率对夹层板各种性能指标的影响规律。结果表明:芯层竹碎料含水率对无胶竹木复合夹层板的内结合强度、表面胶合强度、吸水厚度膨胀率的影响显著,而对静曲强度和弹性模量的影响不显著。综合考虑各种性能指标,确定芯层竹碎料的含水率为18%左右制备的无胶竹木复合夹层板的性能较优,并且达到室内干燥状态下使用的普通刨花板的用板要求。     

大豆蛋白胶稻草碎料板制备关键工艺参数研究

采用自制大豆蛋白胶,通过热压法对稻草碎料板的制备工艺参数进行了系列试验的结果表明：稻草碎料板的静曲强度（MOR）在施胶量为71%时（相当于粗蛋白添加量为12%）最强,接近GB/T 21723-2008的要求;稻草碎料板的内结合强度（IB）随着施胶量的增大而增强,在施胶量为82%时（相当于粗蛋白添加量为18%）,内结合强度接近GB/T 21723-2008的要求;稻草碎料粒径对稻草板的静曲强度和内结合强度影响不显著,稻草碎料板的静曲强度和内结合强度随板材表观密度增大而显著增强。     

Effects of wood species,particle sizes and dimensions of residue obtained from trimming of wood–cement composites on physical and mechanical properties of cement-bonded particleboard

Abstract

The present work was conducted to study the effects of wood species, particle size and residue particle size obtained from trimming of wood–cement composites on physical and mechanical properties of cement-bonded particleboard (CBPB). Particleboard was manufactured with a wood/cement ratio of 1:3 and specific gravity 1200 kg m^?3. After manufacturing, the boards were tested. The second order plan was used to test the significant difference between factors and levels. It was shown that slenderness and compaction ratio increased and bulk density and specific surface decreased with the increase of particle size. With the increase in slenderness ratio and compaction ratio and decrease in bulk density and specific surface, thickness swelling and mechanical properties improved, but water absorption by the board increased. The addition of 6% of 5/3 fraction size of particle obtained from trimming of boards improved significantly the properties of the boards. The optimized panel properties, obtained using poplar particles with a fraction size of 7pass/on5, exceeded the BISON type HZ and EN Standard for Wood Particleboard. CBPB made of alder or poplar particles with 5/3 fraction size of residue exceeded the BISON type HZ. All CBPB with 5/3 fraction size of residue showed lower mean values of thickness swelling, well below the maximum requirements of both standards. In addition, wood species, fraction size of particles and residue size are believed to have been the main cause of change in the properties of the boards.     

竹木混合水泥刨花板工艺初步研究

研究了热压法制造竹木混合水泥刨花板工艺并对影响板材性能的因素进行探讨。结果表明:竹刨花水煮预处理后所制备的板材性能较好;本实验范围内,竹木混合水泥刨花板较合适的工艺参数为竹木比1∶3、灰木比4∶1、热压时间1～2min/mm板厚、CaCl2用量为灰重的5%、水灰比0.4。     

冷压法粉煤灰水泥刨花板工艺研究

粉煤灰水泥刨花板是一种符合墙体材料发展方向的新型建筑材料,在预备性实验基础上,采用二次正交旋转组合设计对粉煤灰水泥刨花板进行工艺试验,结果表明,在实验设计取值范围内,板密度,水灰比及水玻璃（Na2SiO3)用量对板性能（MOR,MOE,IB）影响显著,灰木比对吸水厚度膨胀率（TS）影响特别显著。     

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     

热压水泥刨花板工艺的研究

本文主要论述了热压法制造水泥刨花板的工艺。试验选取热压温度、热压时间、水灰比、灰木比、添加剂和板子密度等工艺变量建立多元回归方程,并对刨花形态等问题进行了讨论。试验结果表明:热压温度和刨花形态对板子性能影响极为显著;热压法水泥刨花板不仅具有与冷压法相同的物理力学性能,而且还具有水泥水化速度快、板坯脱模强度较高等特点,因而缩短了水泥刨花板的生产过。     

烟秆/木材刨花板的初步研究烟秆

初步探讨了实验室条件下烟秆/木材刨花板的生产工艺,研究了热压时间、施胶量、密度、木刨花加入量等因素对板材的静曲强度、内结合强度、吸水厚度膨胀率的影响.实验结果表明,烟秆/木材刨花板的静曲强度和吸水厚度膨胀率较纯烟秆刨花板有所提高,内结合强度相差不大.     

竹塑刨花板热压工艺的研究

对竹刨花与废旧热塑性塑料共混热压工艺进行了研究,压制成一种竹塑刨花板材。分析物料配比、热压压力、热压温度、偶联剂等工艺因素对板材物理力学性能的影响。竹塑配比对板子力学性能有着重要影响,随着竹刨花含量的增加,抗弯强度有下降的趋势,竹刨花含量达到30%～40%时,其性能下降的趋势变缓,通过极差分析与方差分析优化了工艺参数。结果表明竹刨花与废旧塑料复合压制竹塑刨花板在工艺上是可行的,主要物理力学指标均达到了相关标准的要求。     

高钙粉煤灰/水泥刨花板制备及性能

研究了利用高钙粉煤灰代替部分水泥制作粉煤灰/水泥刨花板,探讨了粉煤灰替代量、激活剂、木刨花种类等对板材性能的影响.结果表明,当木灰比为0.25,采用沙柳刨花,高钙粉煤灰替代量可达到40%,制备得到的板材性能指标能够达到水泥木屑板标准的要求;用杨木刨花代替沙柳刨花,板材强度明显增加,粉煤灰的替代量达到50%,仍能制备合格产品;激活剂氯化钙、三乙醇胺和硫酸钠作用比较显著,可明显提高板坯早期强度,抑制反弹.     

Current Status and Prospects of New Architecture Materials from Bamboo

The feasibility of the technologies has been discussed in the paper that bamboo is used for middling and top-grade building construction, architecture decorating, and other major applications. The content includes the current application of bamboo materials in construction field; the bamboo bearing material technological process such as the laminated bamboo board, bamboo mat plywood processes; bamboo ceiling and wall material technologies such as the bamboo particleboard, cement-bonded bamboo particleboard and gypsum-bonded bamboo particleboard; door and window materials from bamboo such as bamboo-fiber molding technology; bamboo architecture decorative materials and the floorings from bamboo fiber etc.