对三种玻璃纤维后系统的结合强度的评估,这些后系统与大型根通道相结合
Cfb Pinto1, Fmg França2, R T Basting3
1*Claudia Fabiana Brazil Pinto, DDS, MS, PhD candidate, Faculdade São Leopoldo Mandic, Instituto de Pesquisas São Leopoldo Mandic, Campinas, São Paulo, Brazil.
Operative dentistry
|February 13, 2024
概括
玻璃纤维柱 (GFP) 系统的类型 - - 解剖学,可调或CAD-CAM - - 并没有显著影响到扩张的根牙的结合强度. 在所有测试的GFP系统和根三分之一中,故障模式是相似的.
科学领域:
- 牙周内科医院 牙周内科医院 牙周内科医院
- 牙科材料科学 牙科材料科学
- 生物材料工程 生物材料工程
背景情况:
- 由于复杂的解剖学,恢复膨胀的根通道存在挑战.
- 玻璃纤维柱子 (GFPs) 通常用于内牙后康复.
- 在具有挑战性的根管形态学中,评估不同的GFP系统以获得最佳的键强度至关重要.
研究的目的:
- 为了比较三种不同的玻璃纤维贴子系统的推出键强度和故障模式.
- 评估后系统和第三根根对膨胀根通道中的结合强度的影响.
- 为了评估用自粘树脂水泥凝固的解剖柱子 (AP),可调节柱子 (SPLENDOR SAP) 和CAD-CAM柱子.
主要方法:
- 三十个经过内牙治疗的前牙与膨胀道被分为三组 (n=10) 对于AP,SPLENDOR SAP或CAD-CAM GFPs.
- 柱子使用自粘双固化树脂水泥进行了水泥化.
- 推出键的强度测试了宫,中间和角根三分之一;故障模式被微观分析.
主要成果:
- 在三个GFP系统 (AP,SPLENDOR SAP,CAD-CAM) 或根三分之一之间,没有发现推出债券强度的显著差异.
- 在GFP系统和故障模式之间没有发现显著的关联.
- 主要的故障模式是树脂水泥和牙之间的混合或粘合剂故障.
结论:
- 选择玻璃纤维贴子系统 (解剖学,可调或CAD-CAM) 并不会显著影响到化的根牙的结合强度.
- 根第三位置没有影响测试后台系统的键强度.
- 了解故障模式对于后内牙修复的临床成功至关重要.
更多相关视频
相关概念视频
Bonding and Strength of Aggregate
154
The bond between aggregate particles and the cement matrix is significantly influenced by the shape and surface texture of the aggregates. High-strength concretes benefit from a rougher texture, which leads to stronger bonding due to greater adhesion. Angular aggregates with larger surface areas also enhance this bond. The bonding quality, however, is complex to assess as no universally accepted test exists. Good bonding is indicated when a crushed concrete specimen shows some aggregate...
154
Strength of Cement
137
Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
137
Porosity in Cement Paste
136
The porosity of concrete is a measure of the void spaces within its structure. These spaces impact its strength and durability significantly. When water and cement interact, a chemical reaction called hydration creates a semi-solid paste. This paste includes combined water, making up approximately 23% of the cement's dry mass, and gel water, which fills minuscule voids known as gel pores, accounting for about 28% of the cement gel volume.
The balance of water to cement in the mix is...
The balance of water to cement in the mix is...
136
Soundness of Cement
168
The soundness of cement refers to the ability of cement paste to retain its volume after setting. Unsound cement can lead to expansion and structural damage due to the presence of free lime, magnesia, and calcium sulfate. Free lime hydrates very slowly, expanding and causing unsoundness, which is difficult to detect because it intercrystallizes with other compounds. Magnesia also reacts with water, forming crystals that can disrupt the cement's structure. Calcium sulfate can create...
168


