载柚皮苷复合支架对兔骨软骨缺损修复的实验研究

来源 :中国修复重建外科杂志 | 被引量 : 0次 | 上传用户:xzljx
下载到本地 , 更方便阅读
声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架
论文部分内容阅读
目的 探讨载柚皮苷复合支架的性能及其对兔骨软骨缺损修复的效果.方法 利用W/O/W方法制备载柚皮苷和无载柚皮苷缓释微球;以凹凸棒石和Ⅰ型胶原蛋白为材料,通过“3层夹心法”分别构建载柚皮苷、无载柚皮苷和载TGF-β1复合支架.分别利用体外缓释、扫描电镜和细胞计数试剂盒8法评价载柚皮苷微球的缓释效果、支架的形貌和细胞相容性.取40只日本大耳白兔随机分为A、B、C、D4组,每组10只.于兔双侧股骨髁间窝处制备直径4.5 mm、深4 mm的骨软骨缺损模型,A组为缺损组(空白对照),B、C、D组分别于骨软骨缺损处植入无载柚皮苷复合支架(阴性对照组)、载柚皮苷复合支架(实验组)及载TGF-β1复合支架(阳性对照组).分别于术后3、6个月时取材,行大体、HE染色、甲苯胺蓝染色,分别观察骨软骨缺损修复效果;Western blot检测新生软骨Ⅱ型胶原蛋白表达水平.结果 载柚皮苷微球具有良好的缓释效果;构建的骨软骨复合支架有较好的孔隙;载柚皮苷软骨层支架细胞的增殖率与无载柚皮苷支架比较明显增加,差异有统计学意义(P<0.05).兔体内植入实验大体观察示,术后3个月C、D组缺损范围与A、B组相比明显缩小;术后6个月C组缺损处被新生软骨所覆盖,D组新生软骨与周围正常软骨整合良好.组织学染色示,术后3个月A、B组缺损处被少量纤维组织填充,C、D组可见少量软骨生成;术后6个月C、D组新生骨软骨组织与正常骨软骨类似,A、B组缺损处以大量纤维组织为主.Western blot检测示,术后3、6个月C、D组缺损处新生组织中Ⅱ型胶原蛋白表达量均显著高于A、B组,差异有统计学意义(P<0.05);C、D组间比较差异无统计学意义(P>0.05).结论 载柚皮苷复合支架具有良好的组织相容性,并对兔关节骨软骨缺损有较好的修复效果.“,”Objective To investigate the performance of loading naringin composite scaffolds and its effects on repair of osteochondral defects.Methods The loading naringin and unloading naringin sustained release microspheres were prepared by W/O/W method;with the materials of the attpulgite and the collagen type I,the loading naringin,unloading naringin,and loading transforming growth factor β1 (TGF-β1) osteochondral composite scaffolds were constructed respectively by “3 layers sandwich method”.The effect of sustained-release of loading naringin microspheres,the morphology of the composite scaffolds,and the biocompatibility were evaluated respectively by releasing in vitro,scanning electron microscope,and cell counting kit 8.Forty Japanese white rabbits were randomly divided into groups A,B,C,and D,10 rabbits each group.After a osteochondral defect of 4.5 mm in diameter and 4 mm in depth was made in the intercondylar fossa of two femurs.Defect was not repaired in group A (blank control),and defect was repaired with unloading naringin composite scaffolds (negative control group),loading naringin composite scaffolds (experimental group),and loading TGF-β1 composite scaffolds (positive control group) in groups B,C,and D respectively.At 3 and 6 months after repair,the intercondylar fossa was harvested for the general,HE staining,and toluidine blue staining to observe the repair effect.Western blot was used to detect the expression of collagen type Ⅱ in the new cartilage.Results Loading naringin microspheres had good effect of sustained-release;the osteochondral composite scaffolds had good porosity;the cell proliferation rate on loading naringin composite scaffold was increased significantly when compared with unloading naringin scaffold (P<0.05).General observation revealed that defect range of groups C and D was reduced significantly when compared with groups A and B at 3 months after repair;at 6 months after repair,defects of group C were covered by new cartilage,and new cartilage well integrated with the adjacent cartilage in group D.The results of histological staining revealed that defects were filled with a small amount of fibrous tissue in groups A and B,and a small amount of new cartilage in groups C and D at 3 months after repair;new cartilage of groups C and D was similar to normal cartilage,but defects were filled with a large amount of fibrous tissue in groups A and B at 6 months after repair.The expression of collagen type Ⅱ in groups C and D was significantly higher than that in groups A and B (P<0.05),but no significant difference was found between groups C and D (P>0.05).Conclusion Loading naringin composite scaffolds have good biocompatibility and effect in repair of rabbit articular osteochondral defects.
其他文献
本实验以氨基甲酸酯类农药为研究对象,尝试把聚酰胺修饰碳糊电极用于毛细管电泳-电化学检测技术,拓宽毛细管电泳-电化学检测技术在农药残留检测方面的应用范围.氨基甲酸酯类
人生无常。但他决没想到,包括他的亲人和周围的人们。这一天,竟然是他走完人生33个年头的最后一日。 1987年11月6日下午3点多钟,他和工人们伐倒最后一棵树。他们拽着绳子,在
说起来也怪有意思,30年前,一个年青人的天然好奇心驱使他跑到沈阳太清官,登上二楼跪倒在金面红袍的吕祖洞宾像前,净手漱口占了一卦,卦签上写道:“皎洁月光明,忽被雨朦胧。若
本文对大跨钢结构推广应用高性能钢材、结构安全等级的掌握、焊缝等级的选用及施工因素对设计承载能力的影响进行了论述.
本文简单介绍了美国国家标准,主要包括:规范主要内容和特点,规范近几版的主要技术性修订内容.
1.创维40PAAHV等离子电源板的维修经验与技巧由于创维公司前期生产的102cm(40英寸)等离子电视,电源板损坏率较高,办事处工程师反映维修难度较大。(1)通电前必须检查以下元件
自1976年开始从事钢管混凝土构件的研究和推广应用以来,在总结国内外以往研究成果的基础上,于1988年首次用合成法导得钢管混凝土轴压构件的荷载-应变全过程关系曲线.由此,得
本文简要介绍了《建筑结构用钢板》GB/T19879-2005、《热轧 H 型钢和部分 T 型钢》GB/T11263-2005与《建筑结构用冷弯矩形钢管》JG/T178-2005等8项新编或新修订钢铁产品标准
本文简略介绍了我国冶炼技术发展及炼铁工艺,阐述了作用在高炉炉壳上的荷载工况及荷载效应.作者针对前苏联KD公式已不适应现代化大型高炉强化冶炼炉壳使用寿命的需要和国内目
会议
本文根据有关门式刚架的设计经验和杂志中有关此类设计的报道,将其中几个问题通过计算和有关规程规范的综合探讨,提出了考虑途径和解决办法.