837 resultados para 1518
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目的采用共聚的方法改变聚酯的结构,探讨材料结构与生物相容性的关系,为临床选用适宜性质的该类材料提供实验依据。方法将自行合成的聚己内酯(PCL)、聚丙交酯(PLA)、以及它们不同摩尔比的共聚物(PCLA2/1、PCLAI/2)植入兔背部肌肉中24周,观察动物生活和整体情况;组织学和组织计量学方法观察材料周围肌肉的组织学情况,比较不同结构材料的组织相容性。结果材料在整个植入周期所呈现的组织反应是一种无菌性非特异炎症反应;周围纤维包膜厚度依次增厚,肌肉中的炎细胞数量依次增加。结论不同结构材料的生物相容性存在差异。
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热休克蛋白70是热休克蛋白家族中重要的成员,参与新生蛋白的折叠、转运、重折叠变性蛋白、协助降解变性蛋白和抗逆环境胁迫等功能。海带和裙带菜是浅海潮下带典型的褐藻,孔石莼和浒苔是潮间带典型的绿藻,四种大型海藻均有重要的经济价值和生态价值。随着潮汐变化固着藻类生境理化因素变化剧烈,藻类面临着严重的环境胁迫,因此研究藻类抗逆机理有着重要的意义。 本研究采用同源克隆法配合RACE-PCR,克隆了海带、孔石莼、裙带菜和浒苔HSP70基因的全序列(分别命名为LJHSP70、UPHSP70、QDHSP70和EPHSP70)。利用生物信息学方法分析了四种藻类HSP70结构特征、同源性关系和进化地位。获得的海带HSP70基因全序列长为2918 bp,5’非翻译区为248 bp,3’非翻译区为696 bp,开放阅读框为1974 bp,编码657个氨基酸,预测的分子量为72.03 kDa,等电点为4.97。获得的裙带菜HSP70基因全序列长为3243 bp,5’非翻译区为248 bp,3’非翻译区为1021 bp,开放阅读框为1974 bp,编码657个氨基酸,预测的分子量为72.03 kDa,等电点为4.96。获得的孔石莼HSP70基因全序列长为2283 bp,5’非翻译区为65 bp,3’非翻译区为247 bp,开放阅读框为1971 bp,编码656个氨基酸,预测的分子量为71.13 kDa,等电点为5.04。获得的浒苔HSP70基因全序列长为2265 bp,5’非翻译区为65 bp,3’非翻译区为217 bp,开放阅读框为1983 bp,编码660个氨基酸,预测的分子量为71.39 kDa,等电点为5.03。四种海藻HSP70氨基酸序列均含有四肽重复序列GGMP,具有三个典型的HSP70签名基序。细胞质定位的HSP70 C-末端特征基序为EEID或EEVD,并且N-端氨基酸序列保守性高于C-端。海带和裙带菜HSP70蛋白同源性为98%,孔石莼和浒苔HSP70蛋白同源性为96%,四种海藻HSP70蛋白序列与陆地植物和其他藻类HSP70蛋白序列同源性为70-80%。 利用荧光定量RT-PCR技术对不同胁迫条件处理的海带和孔石莼HSP70 mRNA的表达水平进行定量分析。不同热激温度(5-40 ℃)处理组中,30 ℃处理组的海带HSP70 mRNA表达量最高是10 ℃处理组的海带HSP70 mRNA表达量的3倍,而35 ℃或40 ℃处理组的海带HSP70表达量却低于25 ℃或30 ℃处理组的海带HSP70 mRNA表达量。25 ℃不同热激时间(0-12 h)处理组中,海带HSP70 mRNA表达量呈先上升后下降趋势。热激1 h后海带HSP70 mRNA表达量迅速上升,热激7 h后mRNA表达量达到最大,是对照组表达量的4倍。不同盐度(0‰-45‰)胁迫处理组中,0‰或5‰盐度处理组的海带HSP70 mRNA表达量是30‰盐度处理组海带HSP70 mRNA表达量的3倍。35‰、40‰和45‰盐度处理组之间HSP70 mRNA表达量较低且无显著差异。 不同热激温度(5-40℃)处理组中,20 ℃或25 ℃处理的孔石莼HSP70 mRNA表达量较低,而5 ℃、35 ℃、或40 ℃处理组的孔石莼HSP70 mRNA的表达量是25 ℃处理组孔石莼HSP70 mRNA表达量的2倍以上。30 ℃不同热激时间(0-12 h)处理组中,孔石莼HSP70 mRNA表达量也呈先上升后下降趋势。热激5 h后孔石莼HSP70 mRNA表达量达到最大,是对照组的3.5倍。不同盐度(0‰-45‰)胁迫处理组中,0‰或5‰盐度处理组的孔石莼HSP70 mRNA表达量是30‰盐度处理组孔石莼HSP70表达量的3倍。30‰、40‰和45‰盐度处理组孔石莼HSP70 mRNA表达量较低,且无显著差异。不同紫外线照射时间(0-4.0 h)和不同干燥时间(0-4.0 h)处理组中,孔石莼HSP70 mRNA表达量都在3 h后达到最高值,之后表达量维持在较高水平。 为进一步研究藻类HSP70的生物学功能,将海带HSP70基因的开放阅读框区域克隆到表达载体pEASY-E2中,并转化到大肠杆菌BL21(DE3)pLysS。将阳性重组子培养于含有AMP(100 U/mL)的LB培养基,IPTG诱导表达,SDS-PAGE电泳鉴定。经5 h诱导,其表达量达到平台期,继续培养HSP70表达量并不显著增高。5 mM IPTG诱导海带HSP70蛋白表达量高于1 mM IPTG诱导蛋白表达量。
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Based on the features of soft soil in Tianjing Coastal New Developing Area, this kind of soil with different content of sand was researched systematically, according to the indoor experiment, about its characteristics of strength and deformation. The main results are summarized in the following: Firstly, on the basis of geological engineering investigation, the systemic experiments about the physical characteristics were conducted. The test soil samples were taken from the gray and gray-yellow silty soft soil which was formatted by near-shore marine sediment and marine-continental interactive sediment. The original condition of the sample soil was in saturation and the basic indexes are: liquid limit36.1%, plastic limit 18.8%, plasticity index. Then, the condensation characteristics of the soft soil were analyzed through high-pressure consolidation tests. The results show that,in various loading serials, the coefficient of compressibility under P=100kPa and 200kPa are all larger than 0.5MPa-1. So the sample soil is a kind of high-compressibility soil. Secondly, triaxial strength of undisturbed soil and remoulded soil was researched by using triaxial test. The types of stress-strain curve of both undisturbed and remoulded soil are the stress stabilization and softening type, which show the specific plastic character. Furthermore, the cohesion and friction angle of undisturbed soil changes, when the ambient pressure is different, instead of a stable value for all time; the cohesion and friction angle of remoulded soil changes with the compactness and sand-carrying capacity which is wholly higher than undisturbed soil. At last, the stress-strain results of both undisturbed and remoulded soil were normalized by using the ambient pressure as the normalization factor. The results show that, there are all some normalization characters in both undisturbed and remoulded soil, however, the feature of normalization of undisturbed soil is worse than the remoulded ones. The main reason is that the undisturbed samples are worse in equality and the unavoidable disturb through the process of sampling and experiments will also make them can not put up good normalization. Therefore, it is feasible to normalize the soil in Tianjing Coastal New Developing Area with the ambient pressure as normalization factor.
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