共查询到19条相似文献,搜索用时 66 毫秒
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<正>"城市,让生活更美好!"世博主题再一次引起了人们对生存环境的深度思索。木结构建筑(指以木材为主建造的建筑)无疑成为了上海世博的一大亮点,展示了木结构建筑的现代科技水平和绿色人文理念,给看世博的朋友们留下了深刻的印象,触动了人们对健康舒适生活的向往和追求,同时在大力倡导的低能耗、低排放、低污染的低碳经济 相似文献
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木结构建筑在我国建筑市场上只占极小的比重,但目前发展势头很好。木结构建筑优点非常多,同时对促进我国木材产业升级,转变木材产业结构和发展方式,都有十分重大的意义。在我国发展木结构建筑方面,我国消费者、开发商和国家决策机构有很多认识误区,诸如我国森林资源贫乏,不适合发展木结构建筑. 相似文献
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以熔喷丙纶非织造材料和玻璃纤维水刺非织造材料为受声面和背衬层,通过热粘合方式制成双层复合非织造材料基吸声体。通过分析吸声体受声面和背衬层非织造材料的厚度、面密度、孔径、孔隙率等结构参数与复合吸声体的吸声系数之间的关系,探讨各层非织造材料结构参数对复合吸声体吸声性能的影响。实验结果表明,随着熔喷丙纶非织造材料和玻璃纤维水刺非织造材料厚度和面密度的增加,吸声体中高频段吸声系数显著提高;受声面和背衬层的孔径尺寸和孔隙率的变化对双层复合非织造材料基吸声体的吸声性能影响较为显著。 相似文献
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为解决废弃羊毛再生循环利用问题,开发吸声系数高且吸声频带宽的吸声材料,以废弃羊毛为增强材料,乙烯醋酸乙烯共聚物(EVA)为基体材料,通过热压法制备了废弃羊毛/EVA 吸声复合材料。选用传递函数法分析废弃羊毛/EVA吸声复合材料的热压温度、材料密度、废弃羊毛质量分数、材料厚度、后空气层厚度以及废弃羊毛的排列方式等对吸声系数的影响。结果表明:用最优工艺制备的废弃羊毛/EVA吸声复合材料在低中高频都有优异吸声性能;该材料的吸声性能在中低频区域表现突出,在1 000 Hz处吸声系数达到0.9,材料降噪系数达0.65,平均吸声系数为0.6,即该材料为高效吸声材料;为吸声机制声波入射材料内部激发振动,声能转化为动能及热能,使废弃羊毛/EVA吸声复合材料具有优异吸声性能。 相似文献
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为增加废弃玉米秸秆的回收利用率,分别以长度为1.5、6和10 mm的废弃秸秆颗粒、棉纤维和大麻纤维为增强材料,聚己内酯为基体材料,通过热压成型工艺制备厚度为1.5 cm的吸声复合材料。采用声阻抗传递函数法对复合材料的吸声性能进行测试与对比,并分析其吸声机制。结果表明:1.5 mm长的废弃秸秆所制备复合材料的吸声性能最好,最大吸声系数达到0.71,平均吸声系数为0.50,降噪系数达到了0.51;废弃秸秆纤维素大分子主链上的氧六环结构为声波反复反射、折射提供了基础,较高的线性使得氢键等单键能够自由旋转,增加了声波能量的消耗,且废弃玉米秸秆的结晶度低使得声能易于沿着分子链传播,从而将声能转化为分子链段振动耗散。 相似文献
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纳米纤维毡复合材料制备及其吸声性能研究 总被引:1,自引:0,他引:1
以二甲基甲酰胺(DMF)/丙酮混合溶剂分别溶解聚氨酯(PU)和聚偏氟乙烯(PVDF)制备静电纺丝溶液,采用高压静电纺丝技术分别将PU、PVDF和PU/PVDF共混三种纺丝液喷纺于多孔泡沫板表面,制成纳米纤维毡复合材料,并表征了纳米纤维毡的形貌,测试了纳米纤维毡复合材料的吸声性能。结果表明,PU和PVDF纳米纤维毡复合材料在中低频区域具有良好的吸声性能,质量比为7∶3的PU/PVDF共混纳米纤维毡复合材料的吸声性能明显优于PU和PVDF纳米纤维毡复合材料。 相似文献
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Johan Vessby Bertil Enquist Hans Petersson Tomas Alsmarker 《Holz als Roh- und Werkstoff》2009,67(2):211-218
The use of cross-laminated structural timber elements is becoming increasingly popular. The number of layers varies normally from three upwards. The structural performance of five-layer cross-laminated timber elements was investigated. The five layers consisted of 19 mm thick boards, laid successively at right angles to each other and glued together with PU-adhesive, layers 1, 3 and 5 lying in one direction and layers 2 and 4 in the other. The stiffness and strength of four cross-laminated timber elements (4955 mm long, 1250 mm wide and 96 mm thick) were studied during in-plane bending. Two of the elements were first partitioned into two parts that were reconnected in two different ways prior to testing. The influence of the way in which the cross-laminated timber elements were reconnected was studied, the behaviour observed being compared with the test results for the unpartitioned specimens with respect to both strength and stiffness. The experimental tests performed showed the cross-laminated timber elements to possess a high degree of stiffness and strength. There was also found to be a marked difference in behaviour between the two different ways in which the elements were connected to each other. One of the two connecting methods studied, being of less good design but earlier frequently used in Sweden, showed as expected poor structural performance, whereas the other one applied as a safer alternative performed well. 相似文献
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Bending creep performance of modified timber 总被引:1,自引:0,他引:1
Hannah Epmeier Marie Johansson Robert Kliger Mats Westin 《Holz als Roh- und Werkstoff》2007,65(5):343-351
The present study is a supplement to Epmeier and Kliger (2005), which investigated the effect of three different modification methods (acetylation, modification with methylated melamine resin and heat treatment in vegetable oil) on four material properties (density, modulus of elasticity (MOE), creep deflection and relative creep) and their inter-relations. In this study, another modification method (furfurylation) and four additional material parameters (“relative stiffness”, i.e. MOE/density, moisture content, change in moisture content and anti-creep efficiency) and their correlations are included. In addition, the creep curves were analysed to assess the development of bending creep performance. The properties were assessed by experimental work on 132 specimens of Scots pine sapwood with dimensions of 45×70×1100 mm3. It was found that modification leads to significant changes in material properties. Furfurylation increases density and reduces creep deflection, relative creep and moisture content. Modified timber tends to deflect and creep significantly less than untreated timber. However, the extent of reduction in relative creep appears not to be related to the extent of reduction in creep deflection. Initial deflection and/or modulus of elasticity are suitable for predicting the creep deflection of untreated and modified timber. 相似文献
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