Love R M, Purton D G
Department of Restorative Dentistry, University of Otago School of Dentistry, Dunedin, New Zealand.
J Dent. 1998 Sep;26(7):599-602. doi: 10.1016/s0300-5712(97)00043-2.
To measure and compare the retention of serrated root canal posts cemented with glass ionomer, resin and resin-modified glass ionomer (hybrid) cements.
Fifty single-rooted human teeth were decoronated, treated endodontically and then embedded in resin blocks. Standard post-holes, 10 mm long, were prepared to receive 1.5 mm serrated stainless steel posts. Five equal-sized groups of roots had posts cemented using either a glass ionomer cement, one of two resin cements or one of two resin-modified glass ionomer luting cements. The cements were prepared and used according to the manufacturers' instructions. The tensile force required to dislodge the cemented posts in a testing machine was recorded. Statistical analysis was performed using Student's t-test and Mann-Whitney U-tests at the 99.9% confidence level.
Statistical analysis revealed that posts cemented with resin A were significantly better retained (340.06 N+/-23.13 N) than those cemented with resin B (212.56 N+/-67.62 N), or either of the two resin-modified glass ionomer cements (53.90 N+/-28.42 N, 25.97 N+/-14.70 N), but not statistically better than posts cemented with the glass ionomer cement (286.16 N+/-38.71 N). The retention of posts cemented with either resin B or the glass ionomer cement was significantly better than with either hybrid cement. There was no significant difference in retention between the hybrid cements.
The performance of the resin-modified glass ionomer cements was significantly below that of alternative cements in this study. Possible explanations for this finding are discussed. Dentists should be cautious in adopting this new cementing regime.
测量并比较用玻璃离子水门汀、树脂水门汀和树脂改性玻璃离子水门汀(混合型)粘结的锯齿状根管桩的固位力。
选取50颗单根人牙,截冠后进行根管治疗,然后包埋于树脂块中。制备10mm长的标准桩道,以容纳1.5mm锯齿状不锈钢桩。将五组大小相等的牙根分为五组,分别用玻璃离子水门汀、两种树脂水门汀中的一种或两种树脂改性玻璃离子粘结水门汀中的一种粘结桩。水门汀按照制造商的说明进行制备和使用。记录在测试机上使粘结桩脱位所需的拉力。采用Student's t检验和Mann-Whitney U检验在99.9%置信水平下进行统计分析。
统计分析显示,用树脂A粘结的桩(340.06N±23.13N)的固位力显著优于用树脂B粘结的桩(212.56N±67.62N),或两种树脂改性玻璃离子水门汀中的任何一种(53.90N±28.42N,25.97N±14.70N),但在统计学上并不优于用玻璃离子水门汀粘结的桩(286.16N±38.71N)。用树脂B或玻璃离子水门汀粘结的桩的固位力显著优于任何一种混合型水门汀。两种混合型水门汀之间的固位力没有显著差异。
在本研究中,树脂改性玻璃离子水门汀的性能显著低于其他水门汀。讨论了这一发现的可能原因。牙医在采用这种新的粘结方法时应谨慎。