胶合竹-混凝土复合式凹槽连接性能的试验研究
doi: 10.13204/j.gyjz201504004
EXPERIMENTAL RESEARCH ON NOTCHED CONNECTION FOR GLUBAM-CONCRETE COMPOSITE BEAMS
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摘要: 组合界面剪力连接件的选择和性能是决定胶合竹-混凝土组合梁性能的关键因素。设计一种胶合竹梁与混凝土板的复合式凹槽连接方式,进行15组植筋锚固抗拔试验和3组剪切-滑移试验,测量植筋锚固承载力、荷载-滑移曲线、抗滑刚度等主要力学指标。研究表明:液体胶黏剂对格鲁斑的渗透性更好,植筋锚固强度也更高,但植入的螺杆存在一个最优直径,且其锚固力的标准化强度基本不随植入深度变化;抵承面是否设置倾角,对胶合竹-混凝土组合试件的抗滑移性能无实质性影响,胶合竹-混凝土组合梁无需设置倾角;在胶合竹梁侧面打钉,可以有效防止组合试件的分层开裂,并显著提高承载力;与同类型胶合木-混凝土组合梁比较,采用复合式凹槽连接的胶合竹-混凝土组合试件,在延性得到提高的同时,具有较高的抗滑移性能,但破坏模式具有其自身特点,需要进一步的研究。
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关键词:
- 组合梁 /
- 胶合竹- 混凝土组合结构 /
- 格鲁斑 /
- 剪力连接件
Abstract: Selecting composite connection is a crucial factor for researching mechanical performance of GluBamconcrete composite beam. An initial stage of research on the feasibility of a type of notched connection for GluBamconcrete composite beam was described. Total 15 groups of bond and anchorage pull-out tests and 3 groups of shearslip tests were conducted respectively. The main mechanical properties such as anchoring capacity,load-slip curves and anti-slip stiffness were measured. The test results showed that liquid adhesive could penetrate GluBam easier and reach higher anchoring strength compared to paste adhesive. There was an optimum diameter for glued-in rebar according to the standardized anchorage strength,which almost did not fluctuate with anchorage depth. Setting inclination on the bearing surface of notched connector could not improve mechanical properties of this type of composite beams. But nailed to sides of GluBam beam prevented cracking of GluBam beam effectively and increased shear capacity significantly. Compared with GluLam-concrete composite beam with the similar notched connector,this type of new connector presents good mechanical performance while improved ductility. However only qualitative conclusions can be drawn at this stage,which needs to be investigated further.-
Key words:
- composite beams /
- GluBam-concrete structures /
- GluBam /
- shear connectors
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