[A development of FRP frame for crown and bridge resin. (2) Rigidity and adaptability of FRP frame].

H Kimura, F Teraoka
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引用次数: 0

Abstract

Retainer and pontic of FRP frame for crown and bridge resin were constructed with two different prepregs, used glass cloth and roving as reinforcement. Rigidity and adaptability of the FRP frame and bonding strength of jointing of retainer and pontic were investigated. The glass content was about 50 wt% for both kinds of prepregs. Bonding strength and modulus of FRP plate reinforced with glass roving were about 1.5 times larger than that of the FRP plate reinforced with glass cloth. Bonding strength of FRP specimen constructed by curing the prepreg put on the FRP plate was about 3 kgf/mm2. However, the bonding strength of specimen constructed by curing simultaneously the two prepregs was about 12 kgf/mm2. Though discrepancy of the FRP frame to stone cast of abutment tooth was proportional to the length of pontic, that of the FRP frame with a 50 mm pontic was less than 0.05 mm.

玻璃钢冠架和桥树脂的研制。(2) FRP框架的刚度和适应性。
采用两种不同的预浸料,用玻璃布和粗纱加固冠、桥树脂玻璃钢框架的固位器和桥桥。研究了玻璃钢框架的刚度和适应性以及保持器与桥脚连接的结合强度。两种预浸料的玻璃含量约为50%。玻璃粗纱增强玻璃钢板的粘结强度和模量比玻璃布增强玻璃钢板的粘结强度和模量大1.5倍左右。预浸料在FRP板上固化后的FRP试件粘结强度约为3kgf /mm2。两种预浸料同时固化后,试件的结合强度约为12 kgf/mm2。虽然玻璃钢框架与石铸基牙的差异与桥的长度成正比,但玻璃钢框架与50 mm桥的差异小于0.05 mm。
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