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木材复式弯曲成形方法分析 总被引:1,自引:0,他引:1
在分析以前木材复式弯曲成形方法的基础上,提出了木材数控复式弯曲方法,解决了小曲率和无固定旋转中心弯曲构件的弯曲成形问题,并分析了复式弯曲方式对木材密度等方面的影响,在利用钢带弯曲的基础上完善了木材弯曲工艺,为家具和门窗上应用的复杂曲线形状弯曲构件提供新的加工方法,对于木材加工企业新的木质弯曲件产品开发利用提供了新的思路和解决方案。 相似文献
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采用控制层现场总线Profibus-DP和设备层现场总线As-i构成了切梗丝机2层网络控制系统,实现了数字化分散控制;使用WinAC Slot 412作为系统的主控制器,完成了PLC控制程序和人机界面的设计.运行结果表明:切梗丝机整体配合精密可靠,在线停机时间几乎为0,维护量降低了95%以上,梗丝厚度等各项指标均达到了设计要求. 相似文献
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针对包馅机械的成型刀盘在设计和校核过程中计算复杂的问题,利用Solidworks Motion和Solidworks Simulation结合使用,分析了成型刀具在一个工作循环中的力矩与速度以及各瞬时应力与变形的变化。 相似文献
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Bending strength (MOR) and bending Young’s modulus (MOE) according to DIN 52186 and MOE calculated on the basis of eigenfrequency and sound velocity were tested on small clear wood specimens of Norway spruce wood with and without compression failure. One group of specimens was climatised in a normal climate of 20°C and 65% relative humidity, while the other group was stored for one month under water before testing. The MOR of specimens with compression failure decreased about 20% on average (normal climate and wet) compared with the specimens without compression failure. The MOE of the specimens with compression failure was reduced only minimally compared with the specimens without compression failure stored in a normal climate, but very distinct differences (more then 30%) were found under wet conditions. The MOE of the specimens with compression failure calculated on the basis of eigenfrequency and sound velocity were not reduced or only minimally compared with the specimens without compression failure. It is therefore not possible to detect compression failure and to determine reduction in MOR using eigenfrequency or sound velocity. In addition, impact bending (DIN 52189), tensile strength and tensile MOE (DIN 52188) were tested on small clear wood specimens of Norway spruce wood with and without compression failure. The specimens with compression failure revealed an average reduction in impact strength of about 40% and an average reduction in tensile strength of about 20% compared with the specimens without compression failure, whereas tensile MOE of the specimens with compression failure was not reduced compared with the specimens without compression failure. The detection of compression failure by computer tomography (CT) was tested on Norway spruce wood boards 10 cm in thickness, and detection by optical scanner was tested on planed Norway spruce wood boards. CT recognised large compression failures easily, whereas the scanner was not able to detect them. 相似文献
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N. Imayama 《Holz als Roh- und Werkstoff》1994,52(1):49-56
The relationship between microscopic compression failure lines and crack-nucleation is reported. Static and reversed cyclic bending load was applied to the specimens made from wood of Agathis species (Agathis sp.). The maximum subjected load was ±450~650 kgf/cm2. The observation of the microscopic compression failure line and cracks nucleated at the root of the specimen was made every half cycle of load. The microscopic compression creases nucleate at the tip of the notch on the one side face of the specimen in the compression cycle. The length of the microscopic compression creases shortened in the tension cycle. This is because the microscopic compression creases are stretched parallel to the cell axis. In the next compression cycle, the microscopic compression, creases appear again. After repeating these processes several times and when the shape of the microscopic compression creases has not yet recovered to its original shape a large part of the microscopic compression creases change into cracks. In other word, the cracks nucleate. Mostly, the tip of the microscopic compression creases preceeds the tip of the cracks. The microscopic compression creases and the cracks propagate by steps, and after repeating these processes several times failure of the specimen occurs. The cracks nucleate in the compression cycle and sometimes in the tension cycle too. The cracks follow microscopic compression creases. The microscopic compression creases and the cracks run at nearly right angles to the cell axis. 相似文献