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曾任仁 《林业机械与木工设备》2000,28(8):20-21
通过对挠性复铜箔板复事技术的分析和研究,在关键技术上,提出了三辊逆转涂布方式,全封闭三区段温度自动控制、自动巡回监测的烘道控制系统,以及由热压滚筒机构组成,由加热、液压系统控制的热压装置。对挠性复铜泊板的应用进行了开发,取得了较好的效果。 相似文献
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对机械顶轴单板旋切机增加板厚预选装置进行了研究与开发、设计出了能满足新老用户使用的板厚预选装置,以适应当前市场的需要。 相似文献
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筏板基础因其良好的性能得到了建筑设计人员的青睐。针对目前高层建筑中比较常用的筏板基础的设计进行了介绍,对相关工作人员有一定的借鉴作用。 相似文献
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结合整体式桥台桥梁搭板的受力特点,探讨了整体式桥台桥梁搭板的构造措施,阐明了桥头搭板采用分段的形式可有效释放结构的温度变形,利用具有高粘弹性的橡胶改性沥青填充材料作为变形缝的填料,既能方便施工、缩短工期,又能保证接缝质量,使接缝更加平顺。本文的构造措施可为整体式桥台桥梁搭板的细部设计提供参考。 相似文献
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Three-layered composite oriented strand boards were manufactured using very thin hinoki (Japanese cypress, Chamaecyparis obtusa Endl.) strands oriented in the faces and mixtures of sugi (Japanese cedar, Cryptomeria japonica D. Don.) and hinoki particles in the core. The boards were composed of two density levels, with 1:8:1, 0.5: 9 : 0.5, and 0: 10 : 0 face: core: face ratios. Polymeric and emulsion type isocyanate resins were used. The resin contents for the strands in the face and particles in the core were 10% and 5%, respectively. The steam-injection press was applied at 0.62MPa (160°C), and the steam-injection time was 2min. The mechanical and physical properties of the boards were evaluated based on the Japanese Industrial Standard. The parallel moduli of rupture and elasticity along the strand orientation direction and the wood screw retaining force increased with increasing face/core ratios. Incorporation of 10%–20% of thin strands in the face of the boards improved the parallel moduli of rupture and elasticity by 47%–124% and 30%–65%, respectively. In addition, the thickness swelling after water-soaking at 20°C for 24h, and the parallel linear expansion after boiling for 2h and water-soaking at 20°C for 1 h, of the three-layered composite boards were below 8% and 0.15%, respectively, despite a short steam-injection press time. The thickness swelling of the boards decreased with increasing face/core ratios. In contrast, the presence of face strands seems to have a minimal effect on the moduli of rupture and elasticity along the perpendicular direction of the three-layered composite boards. A similar trend was observed for the internal bond strength, hardness, and linear expansion along the perpendicular direction.This paper was presented at the 47th annual meeting of the Japan Wood Research Society, Kochi, April 1997 相似文献
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对三种竹碎料板的物理力学性能进行了比较分析。板材弹性模量:竹席增强竹碎料板〉竹碎料/木纤维复合板〉普通竹碎料板;静曲强度:竹席增强竹碎料板〉竹碎料/木纤维复合板〉普通竹碎料板;吸水率:普通竹碎料板〉竹碎料/木纤维复合板〉竹席增强竹碎料板;吸水厚度膨胀率:普通竹碎料板〉竹碎料/木纤维复合板〉竹席增强竹碎料板;内结合强度:竹碎料/木纤维复合板〉竹席增强竹碎料板〉普通竹碎料板。 相似文献
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通过对设计弯沉和容许弯沉的分析,提出了与道路交通量相联系的柔性路面结构承载力评价指标,根据实测弯沉值与评价指标的关系评价了柔性路面的结构承载力。 相似文献
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《Wood material science & engineering》2013,8(6):392-403
ABSTRACTCross laminated timber (CLT) is a wood panelling building system that is used in construction, e.g. for floors, walls and beams. Because of the increased use of CLT, it is important to have accurate simulation models. CLT systems are simulated with one-dimensional and two-dimensional (2D) methods because they are fast and deliver practical results. However, because non-edge-glued panels cannot be modelled under 2D, these results may differ from more accurate calculations in three dimensions (3D). In this investigation, CLT panels with different width-to-thickness ratios for the boards have been simulated using the finite element method. The size of the CLT-panels was 3.0 m × 3.9 m and they had three and five laminate layers oriented 0°–90°–0° and 0°–90°–0°–90°–0°. The thicknesses of the boards were 33.33, 40.0, and 46.5?mm. The CLT panel deformation was compared by using a distributed out-of-plane load. Results showed that panels with narrow boards were less stiff than wide boards for the four-sided support setup. The results also showed that 2D models underestimate the displacement when compared to 3D models. By adjusting the stiffness factor k88, the 2D model displacement became more comparable to the 3D model. 相似文献