复合磷酸钙生物陶瓷的骨整合。

P Frayssinet, D Mathon, A Lerch, A Autefage, P Collard, N Rouquet
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引用次数: 24

摘要

大孔磷酸钙陶瓷的抗压强度一般较低,取决于孔隙率和孔径等因素。在高孔隙率和机械强度之间,总是采取一种折衷的方法,因为高孔隙率需要良好的集成,而机械强度则随着材料密度的增加而增加。我们通过用TCP和DCPD制成的高可溶性自凝磷酸钙水泥填充孔隙,提高了互连孔隙大孔磷酸钙陶瓷的强度。将所得材料的圆柱体植入羊髁,并在20、60和120天后进行组织学分析。对组织学切片进行显微x线摄影。对照材料由未加载水泥的陶瓷组成。随着骨水泥在第一次植入期间的降解,骨逐渐长入陶瓷孔中。2个月后,骨水泥明显降解,大部分孔隙出现骨水泥碎裂,碎裂之间存在骨组织。4个月后所有骨水泥均被骨置换。一些水泥碎片仍然嵌在新形成的骨头中。加载和未加载陶瓷的整合没有显著差异。用磷酸钙骨水泥填充大孔陶瓷孔显著提高了这些陶瓷的机械强度,而不改变它们在愈合骨中的整合。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Osseointegration of composite calcium phosphate bioceramics.

The resistance of macroporous calcium phosphate ceramics to compressive strength generally is low and depends on, among other factors, porosity percentage and pore size. A compromise always is adopted between high porosity, required for a good integration, and mechanical strength, which increases with material density. We improved the strength of macroporous calcium phosphate ceramics of interconnected porosity by filling the pores with a highly soluble, self-setting calcium phosphate cement made of TCP and DCPD. Cylinders of the resulting material were implanted in sheep condyles and subjected to histological analysis after 20, 60, and 120 days. Microradiographs were made of the histological sections. The control material consisted of ceramic that had not been loaded with cement. Progressive ingrowth of bone into the ceramic pores occurred as the cement was degraded during the first implantation period. Marked degradation of the cement was apparent after 2 months, with fragmentation of the cement in most of the pores and the presence of bone tissue between the fragments. All the cement had been replaced by bone after 4 months. Some fragments of cement still were embedded in the newly formed bone. There was no significant difference between the integration of loaded and nonloaded ceramics. Filling the macroporous ceramic pores with a calcium phosphate cement significantly improved the mechanical strength of these ceramics without modifying their integration in the healing bone.

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