Chauhan Niharika Singh, Saraswat Nidhi, Parashar Ankita, Sandu Kuldeep Singh, Jhajharia Kapil, Rabadiya Nirav
Department of Prosthodontics, MA Rangoonwala Dental College and Research Center, Pune, Maharashtra, India.
Department of Dentistry, Ingham Institute Applied Medical Research, Western Sydney University, South Western Sydney Local Health District, Sydney, Australia.
J Int Soc Prev Community Dent. 2019 Mar-Apr;9(2):144-151. doi: 10.4103/jispcd.JISPCD_334_18. Epub 2019 Apr 12.
To compare the effect for fracture resistance of different coronally extended post length with two different post materials.
One hundred and sixty endodontically treated maxillary central incisors embedded in acrylic resin with decoronated root portion were taken for the study. The postspaces were prepared according to standard protocol. The samples were divided into two groups according to the post material: glass-fiber post and Quartz fiber post. These groups were further subdivided on the basis of coronal extension of 4 and 6 mm for glass fiber and Quartz fiber posts, respectively. The posts were then luted with dual-polymerizing resin cement followed by core buildup. Samples were subjected to increasing compressive oblique load until fracture occurred in a universal testing machine. Data were analyzed with one-way ANOVA and independent Student's -test. Analysis was done using SPSS version 15 (SPSS Inc., Chicago, IL, USA) Windows software program.
Glass fiber post with coronal extension of 4 mm (182.8 N) showed better results than with 6-mm length (124.1 N). Similarly, in quartz fiber posts group, 4-mm postlength (314 N) was better when compared with 6 mm (160 N). The 4-mm coronal extension of quartz fiber post displayed superior fracture resistance.
Glass fiber posts showed better fracture resistance than Quartz fiber posts. 4-mm coronal length showed more fracture resistance than 6 mm.
比较两种不同桩材料在不同冠部延伸长度下对桩抗折性能的影响。
选取160颗经根管治疗的上颌中切牙,将其牙根部分截短后嵌入丙烯酸树脂中用于研究。按照标准操作流程预备桩道。根据桩材料将样本分为两组:玻璃纤维桩组和石英纤维桩组。玻璃纤维桩组和石英纤维桩组再分别根据冠部延伸长度4mm和6mm进一步细分。然后用双固化树脂水门汀粘结桩,随后进行核修复。在万能试验机上对样本施加逐渐增加的斜向压缩载荷直至发生折断。数据采用单因素方差分析和独立样本t检验进行分析。使用SPSS 15版(美国伊利诺伊州芝加哥市SPSS公司)Windows软件程序进行分析。
冠部延伸长度为4mm的玻璃纤维桩(182.8N)的抗折性能优于6mm长度的(124.1N)。同样,在石英纤维桩组中,桩长度为4mm(314N)时的抗折性能优于6mm(160N)时。石英纤维桩冠部延伸4mm时显示出更好的抗折性能。
玻璃纤维桩的抗折性能优于石英纤维桩。冠部长度4mm时的抗折性能优于6mm时。