Effects of Anatomical Characteristics of Ethiopian Lowland Bamboo on Physical and Mechanical Properties

The main aim of this study was to evaluate the effects of anatomical characteristics of Ethiopian lowland bamboo on selected physical and mechanical properties. A total of 45 solid culms from three different age groups (2-, 3- and 4- year-old) were harvested from natural bamboo forest in Ethiopia and then samples were transported to China for carrying out anatomical characteristics test. Physical and mechanical properties testing were conducted in Ethiopia. The result indicates that age and height had signi...     

表芯层长短秸秆刨花配比对定向结构麦秸板性能的影响

以长秸秆刨花作表层、短刨花作芯层,生产三层定向结构麦秸板(OSSB),探讨表芯层刨花的不同配比对板材性能的影响。结果表明,OSSB板材性能达到LY/T 2141-2013《定向结构麦秸板》中干燥状态下承载型板材的要求;改变表芯层刨花的配比,可以调控OSSB的性能指标。     

Research on Physical and Mechanical Properties of Moso Bamboo

With the increase of the utilization of bamboo, we must find out more in bamboo properties. According to the national standard GB/T15780 -1995, this paper analyzed the air-dried density and mechanical properties of Moso bamboo in different ages and stalk parts. The results showed that both the age and the stalk part have remarkable effects on air-dried density and mechanical properties. The effect of age is much more prominent than that of stalk part. The performance shows: upper > middle > down, which incr...     

不同热压方法对无胶竹碎料板力学性能影响

分别采用普通热压和喷蒸热压两种热压方法制备了无胶竹碎料板,对它们的物理力学性能进行了对比研究与分析.结果表明,与普通热压法相比,喷蒸热压法制备的无胶竹碎料板的静曲强度、弹性模量与内结合强度明显提高,吸水厚度膨胀率显著减小,这可能是因为两种热压法热压过程中竹碎料发生的化学变化不同所致.     

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%。     

工艺因素对竹刨花模压制品性能的影响

以我国云南两种典型的丛生竹种--黄竹和云南龙竹的加工剩余物为原料,采用先预压、再热压模压的"两步法"生产工艺,进行了竹刨花模压制品的试验研究,分析了材种、板坯密度、施胶量等工艺因素对板材性能的影响,并与相思木刨花模压制品相比较.结果表明:按本研究设计的工艺技术路线是可行的,制成的竹刨花模压制品的性能优于相思木刨花模压制品,产品可用于装饰用途.     

复合工艺对竹/塑复合刨花板性能的影响

利用聚乙烯(PE)粉末取代部分脲醛树脂(UF)胶黏剂,与竹刨花制备三层结构竹/塑复合刨花板。通过正交试验探讨PE添加量、UF施胶量、热压温度及热压时间对竹/塑复合刨花板主要物理力学性能的影响。结果表明:较优工艺组合为PE添加量6%、UF施胶量2%、热压温度205℃、热压时间12s/mm,竹/塑复合刨花板达到LY/T1842—2009《竹材刨花板》A类理化性能指标要求;2h吸水厚度膨胀率和甲醛释放量分别为2.6%和2.4mg/100g,与普通竹材刨花板对比,分别减少了54.4%和54.7%;静曲强度达到19.6MPa,提高了14.0%。采用PE粉末替代部分UF胶黏剂生产竹/塑复合刨花板可行,且具有广泛的应用前景。     

结构用竹集成材物理力学性能研究

测定结构用竹集成材及其竹指接集成材的主要物理力学性能,并将测试结果与几种人工林单板层积材以及常见建筑用材种的相关性能进行比较.结果表明:竹集成材的水平剪切强度、静曲强度以及弹性模量等力学性能非常优越,浸渍剥离性能较差.     

Study on Physical and Mechanical Properties of Structural Laminated Bamboo Panel

In this paper, the physical and mechanical properties of laminated bamboo lumber were studied by testing moisture content, delamination ratio, horizontal shear strength, MOE and MOR of the structure-use material, in the same time, these subjects of finger-joint were tested too. The results showed that, the horizontal shear strength, MOR, MOE of laminated bamboo were superior to the ordinary structure-use timber in architecture, such as Pinus. The performance of aging test was not extraordinary, although the physical and mechanical properties of laminated bamboo lumber decreased after aging test, these properties were beyond Pinus yet.     

浸胶量对纤维化竹单板层积材物理力学性能的影响

利用慈竹(Bamb～distegia)制备纤维化竹单板层积材,分析浸胶量时板材力学性能和耐水性能的影响.试验结果表明:随着浸胶量的增加,板材的弯曲强度和抗拉强度降低,弯曲模量和抗压强度的变化不明显,耐水性能增强,水平剪切强度提高.因此,可通过控制浸胶量,进行板材性能的设计,以适应不同用途的需求.     

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.     

炭化处理工艺对毛竹竹片物理力学性能的影响

对9组毛竹竹片分别进行炭化处理,以含水率、炭化压力、炭化时间为3个变化因素,各取三个水平,并对竹片密度、色差、静曲强度和弹性模量等物理力学性能进行测定;选取一组未经任何处理的竹片进行对比实验.分析得出:经过炭化处理后,竹材色泽发生了较大的变化,由淡黄色变成不同程度的浅棕色;炭化后竹片的密度、静曲强度和弹性模量均随着炭化时间与炭化压力的增加而逐渐降低.其中,含水率的变化对颜色的影响较大,竹材的密度变化主要受炭化时间的影响,炭化压力对静曲强度和弹性模量的影响最大.     

基于表面处理的麦秸人造板力学性能研究

采用碱溶液对麦秸原料进行处理,以期改善其表面润湿性,提高与胶黏剂的结合强度。基于扩散-渗透理论,对碱溶液的处理效果进行了评价,并用处理过的麦秸压制刨花板。检测结果表明:与未处理麦秸刨花板相比,处理后板材的静曲强度、弹性模量略有下降,但内结合强度提高,吸水厚度膨胀率降低,各项指标均达到相关国家标准要求。     

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.     

Effects of Lay-up structure on Physical and Mechanical Properties of Laminated Bamboo Bundle Board

The effects of lay-up layer numbers on laminated bamboo bundle board’s physical and mechanical properties and connection performance were analyzed.The results show that under the conditions of same layer numbers,along with the increase of the lay-up directions,the bending strength,bending modulus,compression strength and horizontal shear strength of the laminated board showed a downward trend,while using non-single direction lay-up structure,the board’s waterproof property was lower than that of single lay-up board, but the board’s connection performance was raised. Therefore,in the real application,with the condition of guaranteeing the mechanical properties of the board to meet operating requirements,the lay-up directions should be increased to improve the board’s connection performance and to increase the board’s safety.     

毛竹力学性能在竹家具中的应用研究

随着社会的发展与进步,竹家具已经成为现代家具行业发展的趋势。竹材的力学性能决定其用途,但现代竹家具的造型设计大多沿用传统圆竹家具样式,无法将竹材本身特有的力学性能与现代竹家具设计完全融合。本文以毛竹的力学性能为切入点,详细论述了毛竹的比强度、比刚度、弹性、顺纹弯曲性和顺纹抗压抗拉强度等力学特性在竹家具设计中的应用,以期为我国家具业的发展提供新思路。     

两项竹材物理力学性质试验方法标准的比较

对比两项竹材标准,JG/T 199-2007<建筑用竹材物理力学性能试验方法>和GB/T 15780-1995<竹材物理力学性质试验方法>,在发展历程、试样制备、物理力学性质测试设备与方法等方面进行综合比较,以期为GB/T 15780-1995下一步的修订工作提供参考.     

毛竹不同种源竹材物理力学性质初步研究

通过对来自福建建瓯试验地16个毛竹种源竹材的密度、顺纹抗压强度、顺纹抗剪强度、顺纹抗拉强度和弦向抗弯强度及其弹性模量等物理力学性质的初步研究,结果表明:竹材物理力学性质在各种源之间存在一定的差异,其中湖南株洲的毛竹竹材物理力学性质比于其它种源的毛竹要好,而安徽霍山的毛竹竹材的物理力学性质较差,测量的各指标中有基本密度、抗剪强度、抗拉强度三项指标都达到最低;竹材密度的大小、抗拉强度的高低随种源纬度的降低而呈降低的趋势,而竹材的抗剪强度呈与之相反的趋势。     

烟秆制备刨花板的力学性能研究

烟秆为烟草采摘烟口t-后的废弃物,为了更好的利用这种原料,利用不同含水率（9％、6％、3％、0％）和烟秆不同部位（上部、中部和下部）的刨花制成刨花板,测定刨花板的内结合强度、弹性模量和静曲强度,分析含水率和烟秆部位对刨花板力学性能的影响。结果表明,随着含水率从0增加至9％,刨花板的内结合强度从0．35MPa增加至0．58MPa,其弹性模量和静曲强度呈先增后减趋势,当含水率在6％时,烟秆刨花板的弹性模量和静曲强度最大。不同部位的烟秆刨花对刨花板的内结合强度、弹性模量、静曲强度有显著影响,其中,利用中部烟秆刨花制备的刨花板的内结合强度、弹性模量、静曲强度最小。利用烟秆刨花制备的刨花板其力学性能能达到国家标准的要求,因此利用烟秆制备刨花板是可行的。     

添加剂对石膏创花板性能的影响

研究表明：在石膏刨花板生产中,添加０．５％～１％的缓凝剂－硼砂可延长石膏的初凝而对板的物理力学性能不产生明显影响,相反对其静曲强度和弹性模量等有一定的改进;添加５％～１５％的水泥对板的物理力学性能均有所改进,特别是吸水厚度膨胀率;水泥用量１０％时,对板的性能改进最明显;水泥和硼砂同时使用无不良影响。