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以自主研发的无机胶黏剂和稻草碎料为原料,利用冷压成型工艺制备稻草板。通过单因素试验研究了胶黏剂与秸秆比例、稻草形态、板材结构和密度对稻草板物理力学性能的影响规律。试验结果表明,胶黏剂与细料、粗料、粗细混合料的质量比分别为2.2,2.0和2.0时,稻草板的性能最佳,均满足国家标准要求。在同等施胶量的情况下,粗料制备稻草板的静曲强度(MOR)和弹性模量(MOE)最大,混合料制备稻草板的内结合强度(IB)最大,吸水厚度膨胀率(TS)最小。同等细粗料比例下,单层结构稻草板的MOR、MOE、IB和TS均比3层结构稻草板大。稻草板的MOR、MOE、IB和TS与密度均呈密切线性相关,并得回归方程分别为y=19.148x-2.941 1,y=3 711.495x-343.151 2,y=1.902x-1.052 1和y=-2.336x+4.706 0。当密度大于1.0 g/cm3,稻草板的各项物理力学性能均符合GB/T 21723—2008的要求。另外,无机胶黏剂实现了稻草板的高效阻燃和抑烟特性。 相似文献
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《林业工程学报》2016,(5)
针对现有空心刨花板纵向强度低,对刨花要求高和需脱膜等缺陷,以不同板材厚度、空心孔距和芯层比例(芯层刨花质量比)作为影响因素,采用预埋PVC管平压成型的方式制造空心刨花板,对板材主要物理力学性能进行测试和分析。研究表明:采用预埋PVC管进行平压式空心刨花板制造是可行的,对板材性能有较大的增强作用。相同密度下厚度为16 mm的板材力学性能最好,芯层所占比例为2/3时,PVC管孔截面变形最小,空心孔距对板材力学性能影响不显著。板材的24 h吸水膨胀率(TS)随着厚度的增大呈下降趋势,力学性能随着厚度的增大而先下降后上升。当厚度为16 mm时,板材静曲强度(MOR)达到12.66 MPa,弹性模量(MOE)达到1.444 GPa,而24 h TS达到11.80%。板材的MOR和MOE随空心孔距的增大呈先下降后上升的变化趋势,对24h TS无明显影响,当空心孔距为20 mm时,板材的MOR达到12.47 MPa、MOE达到1.336 GPa、而24 h TS达到11.62%。板材的MOR和MOE随芯层比例的增大呈先下降后上升的变化趋势,对24 h TS无明显影响,当芯层比例为2/3时,板材的MOR达到12.04 MPa,MOE达到1.302 GPa,而24 h TS达到了10.68%。 相似文献
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为解决普通脲醛(UF)树脂对芦苇材料胶合性能差的问题,以聚乙烯醇/三聚氰胺改性脲醛(PVA/MUF)树脂为胶黏剂制备芦苇刨花板。通过正交试验,研究密度、热压温度、热压时间、施胶量等因素对板材内结合强度(IB)、静曲强度(MOR)以及2 h吸水厚度膨胀率(TS)的影响。结果表明:芦苇刨花板的优化制备工艺为:密度0.85 g/cm3、热压温度160℃、热压时间5 min、施胶量12%。所制得的芦苇刨花板IB和MOR分别为1.00 MPa和21.4 MPa,与木材刨花板相当。未来,使用PVA/MUF树脂改性胶黏剂制备的芦苇刨花板有望替代传统木材刨花板。 相似文献
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《中南林业科技大学学报(自然科学版)》2016,(1)
以耐盐竹柳为原料,对其进行纤维形态分析,并分别将剥皮竹柳纤维和不剥皮竹柳纤维试制中密度纤维板,探讨胶粘剂施加量和板材密度对纤维板弹性模量(MOE)、静曲强度(MOR)、内结合强度(IB)和吸水厚度膨胀率(TS)的影响。结果表明:密度和施胶量均对其性能指标具有显著的影响,板材性能随着密度和施胶量的增加而提高;剥皮的竹柳纤维制得的纤维板性能优于未剥皮纤维制得的板材;剥皮竹柳纤维制造的纤维板在板密度为0.75 g/cm3、施胶量为12%时,其物理力学性能指标MOE、MOR、IB、TS都达到了国家标准GB/T11718-2009的要求;而未剥皮纤维制得的纤维板在施胶量为14%、板密度为0.75 g/cm3时,其性能指标达到国家相关标准的要求;树皮对纤维板的物理力学性能有明显的影响。 相似文献
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《林产工业》2017,(9)
以小径级原竹为增强材料,改善空心刨花板(EP)主要物理力学性能。同时,通过LVL和胶合板,对原竹增强刨花板进行覆面改性,为新材料的开发利用提供参考。通过对复合材料物理、力学指标进行测试,评定材料性能。并基于欧拉公式,对其作为轴向抗压材料进行稳定性设计。结果表明:原竹结构对EP材性有显著性影响,力学性能和尺寸稳定性均显著提高。其中,竹青对复合材料的内结合强度(IB)具有一定影响;原竹和覆面材料的加入可综合改善EP尺寸稳定性。不同覆面材料对吸水厚度膨胀率(TS)影响不显著,但对长度方向尺寸变化(LDC)影响显著;LVL改性材(LBRP)抗弯性能优于胶合板改性材(PBRP)。其中LBRP材料静曲强度(MOR)达到37.84 MPa,弹性模量(MOE)达14 577 MPa;不同覆面材料对MOR和MOE均有显著影响,但对MOE影响更为显著。此外,通过理论设计和计算,得到了轴向抗压材料的安全设计参考值范围。 相似文献
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采用脲醛树脂(UF)/聚合异氰酸酯(PDMI)组合胶黏剂,以不同的组合配比在较低热压温度(160℃)条件下用高含水率(9.0%)杂木刨花制备刨花板,检测其静曲强度、内结合强度以及2h和24h吸水厚度膨胀率。结果表明:聚合异氰酸酯(PDMI)的引入,可以显著提高刨花板的物理力学性能和耐水性能;将刨花终含水率提高至9.0%可节约刨花干燥能耗达13.0%以上;与脲醛树脂胶黏剂(UF)相比,使用PDMI/UF配比为1∶9的(10.0wt%PDMI)组合胶黏剂可以提高刨花板静曲强度80%,提高内结合强度150%;在不添加防水剂的条件下,可以将板材的2h吸水厚度膨胀率由31.0%提高至21.0%。该研究可为刨花板节能环保生产提供新思路。 相似文献
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广宁县竹香骨下脚料制备竹碎料刨花板及其复合改性研究 总被引:1,自引:0,他引:1
采用竹香骨下脚料为原料,以脲醛树脂和三聚氰胺改性脲醛树脂胶粘剂制备竹碎料刨花板,并与木纤维复合改性,检测并分析了内结合强度、静曲强度、弹性模量和吸水性。结果表明,在热压温度为160℃时,竹碎料板和竹木复合碎料板的物理力学性能均满足国标规定在干燥状态下使用的普通用板要求。当木纤维与竹碎料复合后,复合板材的静曲强度和弹性模量有一定程度提高,但内结合强度降低。 相似文献
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KAWAI Shuichi 《中国林业科技(英文版)》2007,6(2):7-13
Light-weight composite panels were manufactured using kenaf core particles as core material and kenaf bast fiber-woven sheets as top and bottom surfaces. Methylene diphenyldiisocyanate (MDI) resin was used as the adhesive with the resin content of 4% for core particles and 50 g/m^2 for bast fiberwoven sheets. The target board densities were set at 0.35.0.45 and 0.55 g/cm^3. The composite panels were evaluated With Japanese Industrial Standard for Particleboards (JIS A 5908- 2003).The results show that the composite panel has high modulus of rupture and internal bonding strength. The properties of 0.45 g/cm^3 density composite panel are: MOR 20.4 MPa. MOE 1.94 MPa, IB 0.36 MPa, WA142%, TS 21%. Kenaf is a good raw material for making light-weight composite panels. 相似文献
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Preparation and properties of waste tea leaves particleboard 总被引:4,自引:0,他引:4
Shi Jin-shu Li Jian-zhang Fan Yong-ming Ma Hong-xia 《中国林学(英文版)》2006,8(1):41-45
Urea-formaldehyde (UF) adhesive is the main source of formaldehyde emission from UF-bonded boards. The components in waste tea leaves can react with formaldehyde to serve as a raw material in the production of low formaldehyde emission boards. In our study, waste tea leaves and UF adhesive were employed in the preparation of waste tea leaves particleboard (WTLB). An orthogonal experimental method was applied to investigate the effects of process parameters on formaldehyde emission and mechanical properties of WTLB. The results indicated that: 1) waste tea leaves had the ability to abate formaldehyde emission from boards; and 2) density of the WTLB was a significant factor affecting its modulus of rupture (MOR), modulus of elasticity (MOE) and internal bonding (IB). 相似文献
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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 相似文献
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The development of a natural adhesive composed of materials derived from non-fossil resources is a very important issue. In this study, only citric acid and sucrose were used as adhesive materials for particleboard. A water solution in which citric acid and sucrose were dissolved was used as an adhesive, and the manufacture of particleboard with a target density of 0.8 g/cm3 was attempted under a press condition of 200 °C for 10 min. The optimum mixture ratio of citric acid and sucrose and the optimum resin content was 25–75 and 30 wt%, respectively. The modulus of rupture (MOR) and the modulus of elasticity in bending were 20.6 MPa and 4.6 GPa, respectively. The internal bond strength (IB) was 1.6 MPa, indicating that the adhesive had excellent bond strength. The thickness swelling (TS) after water immersion for 24 h at 20 °C was 11.9 %. The board did not decompose even under more severe accelerated treatments. This meant that the adhesion had good water resistance. The MOR, IB and TS of the board were comparable to or higher than the requirement of the 18 type of JIS A 5908 (2003). Consequently, there is a possibility that a mixture of citric acid and sucrose can be used as a natural adhesive for particleboard. 相似文献
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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 相似文献
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Density and resin content are two factors that have a signifi- cant effect on the production cost of wood composite. However, particle size affects resin content and density, which suggests that the interaction of these three factors can be manipulated to reduce the board density and resin content of particleboard without adversely influencing its mechani- cal properties. Some mathematical functional forms based on resin con- tent, board density and slenderness ratio were regressed and an appropri- ate form was chosen. According to analysis of the results using SHA- ZAM 9 software, the exponential function best fit the experimental data. Finally, "indifference curves" of mechanical properties were illustrated and analyzed. The results indicated that negative effects of density or resin content reduction on mechanical properties could be compensated for by controlling particles’ slenderness ratio. Interestingly, increases in slenderness ratio compensated for the negative effects of decreases in resin content or board density on module of rupture (MOR) and module of elasticity (MOE). Moreover, this "compensation ratio" intensified as resin content or density decreased and/or as the MOR or MOE increased. On the other hand, reduction in slenderness ratio indicated a comple- mentary effect on reducing internal bond (IB) strength, a result of de- creases in resin content or density. Moreover, this "complementary ratio" was intensified as resin content or density decreased and/or as IB strength increased. 相似文献
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Some of the properties of particleboard made from paulownia 总被引:3,自引:0,他引:3
The objective of this study was to determine some of the properties of experimental particleboard panels made from low-quality paulownia (Paulownia tomentosa). Chemical properties including holocellulose, cellulose, lignin contents, water solubility, and pH level of the wood were also analyzed. Three-layer experimental panels were manufactured with two density levels using urea–formaldehyde as a binder. Modulus of elasticity (MOE), modulus of rupture (MOR), internal bond strength (IB), screw-holding strength, thickness swelling, and surface roughness of the specimens were evaluated. Panels with densities of 0.65 g/cm3 and manufactured using a 7-min press time resulted in higher mechanical properties than those of made with densities of 0.55 g/cm3 and press times of 5 min. Based on the initial findings of this study, it appears that higher values of solubility and lignin content of the raw material contributed to better physical and mechanical properties of the experimental panels. All types of strength characteristics of the samples manufactured from underutilized low-quality paulownia wood met the minimum strength requirements of the European Standards for general uses. 相似文献