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木材胶粘剂用量的估算 总被引:2,自引:0,他引:2
木材胶粘剂用量的估算颜镇韩桐恩(中国林科院木材工业研究所北京100091)(中华人民共和国林业部北京100714)胶粘剂用量的多少,是衡量木材工业技术水平的标志之一,据1980年的统计数字,美国70%以上的木材经过胶接加工[1]。我国的木材胶粘剂用量... 相似文献
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《技术与市场》2001,1(1):22
木材加工工业是应用胶粘剂数量最多的工业部门,目前世界范围内的木材用胶粘剂通常为脲醛树脂、酚醛树脂、三聚氰胺树脂、白乳胶及少量动植物蛋白胶和氯丁胶。这些胶粘剂的历史发展悠久,用量也最大。统计资料显示国外(如日本、德国)木材胶粘剂的产量占胶粘剂总产量的47%,国内使用数量占合成胶粘剂总产量的70%~75%。然而上述木材胶存在固化时间长、初粘性差、固化时往往需要加温或加压等致命缺点,因此开发生产新型木材胶具有重要意义。产品特点1.固化时间短:在常温和不加外压的情况下,0.5h~3h即可固化,时间比现用木材胶缩短了10倍~20倍。2.粘接强度高:对木材的胶粘强度与白乳胶和其他树脂胶的相同或更高。3.初粘性好:能在0.5min~3min内初粘。4.产品没有毒性、刺激性和腐蚀性,价格便宜,原料来源丰富。若将该产品用于胶合板生产,可改变传统的加温加压粘接工艺,节省设备投资。用于家具制造可迅速常温不加压固化,缩短生产周期。本项产品的推广使用将给木材加工行业带来新的生命力。技术水平近年来,国内外科技工作者在木材胶的研究方面始终滞留在对现行木材胶的改性方法上。试验证明,如果不从根本上改变胶粘剂的结构,很难达到预期目的。我们在查阅... 相似文献
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木材胶粘剂的作用和特性颜镇,李亚兰,牛丽平(中国林科院木材工业研究所北京100091)本文中的木材,定义为英国标准BS5442(1979)第3部分所述,是指实体木材和人造板;木材胶粘剂的定义是指将木材与木材或其它物体的表面胶接成一体的材料。随着新型胶... 相似文献
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聚氨酯预聚体的合成及其在木材粘接领域的应用 总被引:9,自引:0,他引:9
本文研究了聚氨酯预聚体的合成工艺,测试了固化后的聚氨酯胶粘剂胶片的性能,讨论了分子结构对拉伸强度和伸长率的影响,同时进行了聚氨酯粘剂用于含水率木材粘接的试验,结果表明,具有线型结构的,高分子量的胶粘剂延伸性好,但拉伸强度稍低,聚氨酯胶粘剂可以用于高含水率木材的粘接。 相似文献
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我国人造板用胶粘剂发展浅议 总被引:2,自引:0,他引:2
胶粘剂在我国木材工业中占有举足轻重的作用,人造板行业胶粘剂的消耗量是十分可观的。针对当前我国胶粘剂行业存在的一些问题,提出了一些意见及建议,并对胶粘剂的发展趋势进行了探讨。 相似文献
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用A(助剂)分子链上的羟基与UF(脲醛树脂)的醛基缩合交链合成不需脱水的A-UF胶的新方法。在终点投完物料后,添加0.4%A直接合成A-UF胶可用于三层、多层板的生产,且每吨A-UF胶多获利400余元。 相似文献
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韩健 《中南林业科技大学学报(自然科学版)》1999,(2)
在竹胶合板的胶膜纸生产中,油酸主要是作为一种脱膜剂使用的,而它对胶粘剂的表面活化作用却少有研究,以致在生产中,油酸的加量缺乏科学、合理的根据.油酸分子结构的两亲性,使它具备了作为表面活性剂的基本条件.这项研究通过不同的油酸加量,对胶粘剂的浸渍特性和胶膜纸上胶量所产生的不同影响,以及油酸和乙醇施加效果的比较,证明了油酸对PF树脂胶粘剂具有表面活化作用.根据试验结果分析,在PF树脂胶粘剂中加入0.4%~0.8%的油酸是比较适宜的,而加量为0.4%时,胶膜纸的上胶量达到最大值.此项研究仅对油酸对半醇溶性的PF树脂胶粘剂的表面活化作用作了初步探讨,其表面活化作用的机理尚待进一步研究. 相似文献
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《Wood material science & engineering》2013,8(2):88-98
ABSTRACTA glued-in rods' connection is generally constituted by a group of steel bars bonded by an adhesive into timber elements. In the past, most of the research focused on single-rod connections, in order to exploit the maximum resistance of the connection without accounting for interaction among bars or splitting failure in the timber member due to close edge distances or spacing between bars. Such interaction problems arise when dealing with multiple rods, thus requiring specific investigation to fully understand the behavior of the connection as a whole and to determine its capacity. In both cases, existing test procedures determine bond strength in specific geometrical configuration. The paper aims to determine the pull-out strength of single and multiple axially loaded steel rods bonded in glulam parallel to the grain differentiating the adhesive failure from the other failure modes. After an initial review of typical applications and existing design procedures, test results on single rod with confined or unconfined test setup on single rod at different embedment depths are presented and discussed, indicating that the confinement has a negligible influence on the pull-out capacity. Subsequently, interaction between bars is investigated by a specific unconfined configuration. The accounted parameters are the embedment depth of the bars, the dimensions of the timber section, and the spacing between bars. Results are discussed and compared with three-dimensional numerical simulations. Both experimental and numerical results suggest that the critical value at which the transition from pull-out to timber-related failure is observed depends on the mechanical properties of the timber and on the properties of the adhesive, such that a single value of spacing should not be provided in design standard if the full capacity of the adhesive is to be exploited. 相似文献
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Glued laminated timbers (glulam) or planks 50mm thick were added to structural steel columns and beams as covering materials. The wood used in the glulam was sugi (Cryptomeria japonica D. Don) laminated with resorcinol resin adhesive between woods and epoxy resin adhesive between wood and steel. The 50mm thick planks of sugi around the steel were fixed with spirally threaded nails (screws), and 25mm long wood plugs were used to cover the tops of the nails. The 50mm thick glulam showed 1h of fire resistance. The temperatures of the flanges and webs of steel were 100°C at 1h and 200°C after 4h. The epoxy resin used to bond the wood and steel was an appropriate adhesive from a recycling perspective because it is easy to separate or peel from the steel. 相似文献
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Andrea Frangi Marco Bertocchi Sebastian Clau? Peter Niemz 《Wood Science and Technology》2012,46(5):793-812
Finger joints are commonly used to produce engineered wood products like glued laminated timber beams. Although comprehensive research has been conducted on the structural behaviour of finger joints at ambient temperature, there is very little information about the structural behaviour at elevated temperature. A comprehensive research project on the fire resistance of bonded timber elements is currently ongoing at the ETH Zurich. The aim of the research project is the development of simplified design models for the fire resistance of bonded structural timber elements taking into account the behaviour of the adhesive used at elevated temperature. The paper presents the results of a first series of tensile and bending tests on specimens with finger joints pre-heated in an oven. The tests were carried out with different adhesives that fulfil current approval criteria for the use in load-bearing timber components. The results showed substantial differences in temperature dependant strength reduction and failure between the different adhesives tested. Thus, the structural behaviour of finger joints at elevated temperature is strongly influenced by the behaviour of the adhesive used for bonding and may govern the fire design of engineered wood products like glued laminated timber beams. 相似文献