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硅酸钠改性樟子松顺纹销槽承压性能研究
Study on dowel bearing behavior parallel to grain of Mongolian Scots Pine modified by sodium silicate
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摘要: 以北方常见树种樟子松为研究对象, 采用质量浓度20%的硅酸钠溶液开展真空加压浸渍改性处理,系统探究该改性方式对樟子松顺纹销槽承压性能的增强规律与作用效果。结果表明:该方法明显提高了樟子松的标准抗压强度和全干相对密度;无论是否经过改性处理,樟子松顺纹销槽承压试件的荷载–位移曲线均经历间隙压实、弹性工作、塑性变形和荷载下降4个阶段,但真空加压浸渍对试件弹性刚度、荷载峰值和下降段曲线形状存在显著影响,改性后试件弹性刚度更大、荷载峰值更高,且达峰后曲线下降加快。未处理樟子松材的顺纹销槽承压强度在钢销直径12~16 mm时较为稳定,增大至18 mm后有所降低;改性材试件顺纹销槽承压时破坏延性变差,但其承压强度提升幅度可达23.59%~61.56%,且强度随钢销直径增大呈先升后降趋势,在销径14 mm时达到峰值。现有木结构设计规范中的销槽承压强度计算公式对未处理材与改性材的强度估值均整体偏低,本研究通过引入钢销直径影响因子对原有强度表达式进行修正,有效提升了樟子松顺纹销槽承压强度的计算精度。Abstract: This study focuses on Mongolian Scots pine (Pinus sylvestris var. mongholica), a common tree species in northern China, and employs vacuum-pressure impregnation with a 20% sodium silicate solution to systematically investigate the strengthening effect and underlying behavior of this modification method on the parallel-to-grain dowel bearing performance of the wood. The experimental results show that this treatment significantly improved both the standard compressive strength and the oven-dry relative density of the pine. Regardless of whether the specimens were modified or not, the load–displacement curves of the dowel bearing tests along the grain exhibited four distinct stages: gap compaction, elastic deformation, plastic deformation, and load decline. However, the pressurized impregnation treatment had a pronounced influence on the elastic stiffness, the peak load, and the shape of load decline stage. The modified specimens displayed a larger elastic stiffness, a higher peak load, and a faster post-peak decline. For untreated Scots pine, the dowel bearing strength along the grain remained relatively stable when the steel dowel diameter ranged from 12 mm to 16 mm but decreased when the diameter increased to 18 mm. For the modified specimens, the failure ductility under dowel compression was reduced, but the bearing strength was considerably enhanced, with an increase of 23.59%–61.56%. As the dowel diameter increased, the bearing strength first increased and then decreased, reaching the maximum at a diameter of 14 mm. The current dowel bearing strength formulas in existing timber design codes generally underestimate the values for both untreated and modified wood. By introducing a factor that accounts for the steel dowel diameter, this study proposes a revised expression that significantly improves the calculation accuracy for the parallel-to-grain dowel bearing strength of Scots pine.
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