木质材料系列阻燃技术的研究

ＷＦＲ木质材料系列阻民括多功能系列阻燃剂诼阻燃型木材、胶合板、刨花析和中密度纤维板的生产工艺。ＷＦＲ系列阻燃剂阻燃效果好，流失性小，低毒、防腐。用ＷＦＲ生产的板材阻燃性能和物理力学性能好。人造板板材甲醛释放量低。     

Plywood frame corner joints with glued-in hardwood dowels

This paper presents research on plywood frame corners jointed to glulam beams and columns by means of glued-in hardwood dowels. The frame corner was made of a solid block of ordinary plywood of the same width as the glulam beams and with plies parallel to the plane of the frame to avoid splitting due to stress perpendicular to the grain. Hardwood dowels with a diameter of 12mm and a maximum glued-in length of 120mm were glued into drilled holes in the plywood corner and glulam beam ends parallel to the grain direction of the beams to form a momentresisting joint. Static bending tests were conducted of frame corners with 100 X 200mm² and 120 X 420mm² beam cross sections. Bending capacities of the joints corresponding to a modulus of rupture of the jointed glulam beams of about 30MPa were obtained for both closing and opening moments for the small cross sections, and about 22MPa was obtained for the large cross sections. Simple design models for calculation of joint strength and rotational stiffness are also presented.     

三聚氰胺脲醛树脂改性酚醛树脂胶粘剂的研究

采用常规合成的脲醛(UF)或酚醛(PF)树脂胶对多层胶合板贴面时，很容易出现开胶或透胶现象。本研究采用三聚氰胺脲醛(MUF)树脂对PF树脂进行改性，生产浅色改性PF胶粘剂，探讨了MUF与PF树脂摩尔比、混合比、热压条件等对胶液的粘度、缩合度、稳定性、胶层颜色及胶合质量的影响。结果表明，改性后的浅色酚醛树脂胶粘剂筘存性好、固化后胶层近似木材本色、高强耐水、耐候，用来压制的多层实木复合地板可达到GB9846．1～12-88Ⅰ类胶合板要求。     

Fatigue of structural plywood under cyclic shear through thickness I: fatigue process and failure criterion based on strain energy

The fatigue behavior of plywood specimens under shear through thickness was examined on the basis of strain energy to obtain common empirical equations for the fatigue process and failure criterion under various loading conditions. Specimens were cut from commercial plywood panels of 9-mm thickness. Loading conditions were set as follows: a square waveform at a loading frequency of 0.5 Hz, a triangular waveform at 0.5 Hz, and a triangular waveform at 5.0 Hz. Peak stress applied was determined to be 0.5, 0.7, and 0.9 of static strength, that is, stress levels of 0.5, 0.7, and 0.9. The stress-strain relationships were measured throughout the fatigue test, and the strain energy was obtained at each loading cycle. Loading conditions apparently affected the relationship between stress level and fatigue life. On the other hand, the relationship between mean strain energy per cycle and fatigue life was found to be independent of loading conditions. Mean strain energy per cycle obtained as the fatigue limit was 5.85 kJ/m³ per cycle. Assuming that the accumulation of strain energy is a fatigue indicator, the fatigue process and failure criterion for the plywood specimens under the three loading conditions were commonly expressed by the relationship between cumulative strain energy and loading cycles.     

Pseudodynamic tests and earthquake response analysis of timber structures II: two-level conventional wooden structures with plywood sheathed shear walls

Pseudodynamic (PSD) tests were conducted on two-level timber structures with plywood-sheathed shear walls, which each had an opening of different configuration, to study the effects of the mechanical properties of the first and second levels on the earthquake response of the structure. The specimens had two-level conventional post and beam frames that were 3 m wide, 3 m deep, and 6 m high with plywood sheathings nailed on one face of the structure. The first and second levels had different opening configurations of window, door, or slit. Lateral forces were applied at the top of the first and second levels, calculating step by step the next displacement based on the North-South (NS) components of the 1940 El Centro earthquake. The test results were compared with those of the time-history earthquake response analysis using the lumped mass model and hysteresis model presented in the companion article (part I). The experimental and simulated results showed that the simulation by means of the lumped mass time-history earthquake response analysis predicted quite well the response of the first level, but tended to underestimate the response of the second level, and that the PSD tests of an individual wall system with the mass supported by that particular wall generally show a conservative estimate of the response.     

山杨复合胶合板的制作

本文描述了利用山杨材制和复合胶合板的研究，研究结果表明，以其优质材料旋切的单板为表层材料，以劣质木材制作的刨花板为芯层材料制作和复合胶合板的主要物理力学性能指标与传统的胶合板板基本相同。     

应对胶合板“双反”调查的分析及思考

我国与美国在林产品国际贸易上一直纠纷不断。继2006年美国对我国林产品进行"337"调查、2010年对我国复合地板"反倾销、反补贴"调查之后,2012年,美国几家胶合板企业联合向美商务部DOC递交了关于启动对中国出口美胶合板产品"反倾销、反补贴"调查的报告。中国林产工业协会及涉案企业经过1年多的努力应诉,终于在美国国际贸易委员会(ITC)终裁环节中获得胜利。围绕美国对我国胶合板产品"反倾销、反补贴"调查胜诉案例,全面分析了"双反"调查提出的背景,简述了我国对胶合板"双反"调查的应诉情况,系统总结了应对"双反"胜诉的原因、获得的经验、产生的影响。并对今后面临问题所应采取的措施进行了深入思考。     

胶合板用硅镁系环保无机胶黏剂制备与阻燃性能研究

以硅酸钠、硅酸铝、氧化镁和硅烷偶联剂为原料,制备胶合板用硅镁系硅酸盐无机胶黏剂。采用单因素试验和正交试验考察了主要成分用量对胶黏剂的胶合性能的影响,并采用锥形量热分析技术和热重法分别测试其阻燃抑烟性能以及耐热性能。结果表明,当硅酸钠的质量分数为92.5%,硅酸铝的质量分数为4.7%,氧化镁的质量分数为2.8%,硅烷偶联剂的百分比含量为0.6%(相对于硅酸钠的质量而言)时,改性胶黏剂的综合性能最好,其胶合强度达到0.85MPa,阻燃抑烟性能效果显著,热释放总量和热释放速率明显降低。     

胶合板胶合效果评价方法探讨

现行胶合板标准采用传统的胶合强度指标(含木破率)评判胶合板的胶合性能具有一定的局限性。本文通过对胶合板胶合强度的分析和胶合界面的观察，包括显微观察，提出以胶合有效性、木材破坏率和胶合层剪切弹性模量或其综合评分为衡量指标，是评判胶合板胶合效果较为客观的方法。     

测试胶合板胶合强度的研究

通过对有关胶合强度测试的几个试验结果的分析,表明我国胶合板国家标准对胶合强度试验方法的规定具有先进性、合理性和可行性。