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1.
从松节藻中分离的含卤素化合物表现出显著PTP1B抑制活性。其中BPN效果最佳。为研究BPN侧链基团极性对其抑制活性的影响,本文以香兰素(1)为起始原料,经过溴代、氧化、还原、傅克烷基化以及酯化等反应,成功合成了新化合物2,3-二溴-1-(2-溴-3,4-二甲氧基-6-((4-硝基苯氧基)甲基)苯甲基)-4,5-二甲氧基苯(10)、4-((3-溴-2-(2,3-二溴-4,5-二甲氧基苄基)-4,5-二甲氧基苄基)醚)苯胺(11)、4-((3-溴-2-(2,3-二溴-4,5-二甲氧基苄基)-4,5-二甲氧基苄基)醚)-4-乙酰乙酸(12)和3-溴-2-(2,3-二溴-4,5-二甲氧基苄基)-4,5-二甲氧基苯甲醛肟(14)。通过1 H-NMR,13C-NMR等方法对目标产物进行了结构表征。并对化合物进行了PTP1B酶抑制活性的测定,结果表明化合物侧链极性对PTP1B酶抑制活性有显著影响。  相似文献   

2.
研究海绵来源真菌Aspergillus repens发酵产物中的活性代谢产物.分离培养微生物进行活性筛选,采用活性追踪的方法、利用色谱手段分离获得单体化合物,根据波谱分析及其理化性质确定其结构,利用SRB评价单体化合物的抗肿瘤活性,利用纸片法测定单体化合物的抗植物病菌活性.获得1个萘并吡喃酮化合物,其结构鉴定为3,4-二氢-9,10-二羟基-7-甲氧基-3-甲基-1H-萘并[2,3c]吡喃-1-酮 (Semivioxanthin).该化合物对肿瘤细胞A-549、HL-60和BEL-7402有一定抑制作用,对植物致病菌作用较强.海绵微生物代谢产物是发现活性物质重要资源,值得深入研究.  相似文献   

3.
以丙烯酸和自制丙烯类单体ODA为原料,Hypermer B-246为分散剂,偶氮二异庚腈为引发剂,季戊四醇三烯丙基醚(APE)为交联剂,采用沉淀聚合制备了白色粉末状卡波树脂。通过5因素4水平正交实验详细研究了引发剂用量、共聚单体及分散剂用量等因素对聚合物黏度和透光率的影响。实验结果表明:在pH=7~8时,0.5w%卡波树脂的透光率为96.3%,黏度最高可达110 000 mPa.s。  相似文献   

4.
研究了半枝莲Scutellaria barbata D.Don的化学成分。利用硅胶色谱、Sephadex LH-20凝胶色谱、HPLC等手段对化学成分进行分离纯化;通过理化性质、波谱分析方法结合文献对照,鉴定了化合物的结构。从半枝莲甲醇提取物中,共分离鉴定了10个单体化合物:齐墩果酸(1)、熊果酸(2)、反式-4-甲基肉桂酸(3)、金色酰胺醇酯(4)、对羟基苯甲醛(5)、对羟基苯乙酮(6)、5-羟基-7,3′,4′,5′-四甲氧基黄酮(7)、芹菜素(8)、5,7,4′-三羟基-8-甲氧基黄酮(9)、5,7,4′-三羟基-6-甲氧基黄酮(10)。化合物1、3、7为首次从该植物中分离得到。  相似文献   

5.
为了研究海洋溴系列化合物的生物活性,以香兰素(1)为起始原料,经过溴代、还原、氧化、傅克酰基化及酯化等反应,成功的合成了新化合物3-溴-2-(2′,3′-二溴-4′,5′-二甲氧基苯甲基)-4,5-二甲氧基苯甲酸甲酯(9),总收率为19.6%。通过1H-NMR,13C-NMR等方法对目标产物进行了结构表征。通过比色法对目标化合物进行了PTP1B酶抑制活性测定,结果显示化合物浓度为20 mg/L时,PTP1B酶抑制率为55.84%,表明该化合物有一定的PTP1B酶抑制活性。  相似文献   

6.
以N-羟甲基苯甲酰胺和取代芳烃为原料,合成了N-(3-苯甲酰胺甲基-2-羟基-4,5-二甲基苄基)苯甲酰胺(A)、N-(3-苯甲酰胺甲基-2-羟基-4,6-二甲基苄基)苯甲酰胺(B)、N-(4-苯甲酰胺甲基-2-羟基-3,6-二甲基苄基)苯甲酰胺(C)、N-(3-甲基-5-苯甲酰胺甲基-2-羟基苄基)苯甲酰胺(D)、N-(4-甲基-5-苯甲酰胺甲基-2-羟基苄基)苯甲酰胺(E)、N-(5-苯甲酰胺甲基-2-羟基-3-甲氧基苄基)苯甲酰胺(F)和N-(5-苯甲酰胺甲基-2-甲氧基-4-甲基苄基)苯甲酰胺(G)共7种双苯甲酰胺基取代的类辣素结构化合物。通过红外光谱(IR)和核磁氢谱(1 H NMR)对其结构进行了表征。抑菌试验结果表明化合物F和化合物G对2种受试菌金黄色葡萄球菌和大肠杆菌的抑制活性最高,最小抑菌浓度均可达到0.125mg/mL。以该7种化合物为辅助防污剂,复合氧化亚铜制备海洋防污涂料,实海挂板120天后,除含D试片外其余6个试片均表面光洁无污损生物附着,表现出优良的防污性能。  相似文献   

7.
以硫酸铵水溶液为反应介质,以丙烯酰胺(AM)为主要单体,以甲基丙烯酰氧乙基三甲基氯化铵(DMC)和丙烯酸(AA)为离子单体,以DMC均聚物(PDMC)为稳定剂,以2,2′-偶氮二[2-(2-咪唑啉-2-代)丙烷]二氢氯化物(V-50)为引发剂,采用水分散聚合技术,合成了流动性好、具有良好稳定性的两性聚丙烯酰胺分散体系。NMR1H谱表明,聚合物中DMC单元的含量与原料中所占的比例相近。所制备的两性聚电解质具有明显的反聚电解质效应。硫酸铵浓度、稳定剂浓度、引发剂浓度和pH值对分散体系的粒子形貌和聚合物的特性黏数都有较大的影响。最佳合成条件为:硫酸铵浓度31%~33%、分散剂用量为0.46 g·g-1、引发剂用量400 mg·kg-1和pH值为5~6。  相似文献   

8.
我们曾报道过以对钾离子有着良好选择吸着性能的O,O’-邻苯二酚二乙酸(简称CDAH2)为单体,在多聚磷酸存在下,同三聚甲醛反应,合成CDAH2-甲醛树脂的工作,并确定了该树脂在相当于海水中钾离子浓度的氯化钾溶液中的钾离子吸着性能。  相似文献   

9.
从采自青岛近海的红藻多管藻(Polysiphonia urceolata)中分离到一株毛壳霉属真菌球毛壳菌(Chaetomium globosum.),对其发酵代谢产物的化学成分进行了研究。采用溶剂提取、分配,硅胶柱层析、葡聚糖凝胶柱层析以及制备薄层层析等技术已分离获得6个单体化合物,通过一维、二维超导核磁共振技术、质谱技术等鉴定了其中4个化合物的结构,均为苯甲醛类衍生物,分别为2-(1-庚烯基)-3、6-二羟基-5-(3-甲基-2-丁烯基)苯甲醛(Ⅰ)、2-庚基-3、6-二羟基-5-(3-甲基-2-丁烯基)苯甲醛(Ⅱ)、2-(3、5-庚二烯基)-3、6-二羟基-5-(3-甲基-2-丁烯基)苯甲醛(Ⅲ)、2-(1、3、5-庚三烯基)-3、6-二羟基-5-(3-甲基-2-丁烯基)苯甲醛(Ⅳ)。  相似文献   

10.
采用密度泛函理论(DFT)B3LYP方法,在6-311G(d,p)基组下研究邻苯二酚与N-羟甲基丙烯酰胺的烷基化反应机理,对反应物、过渡态、中间体和产物进行了结构全优化和确认,通过HOMO轨道百分组成预测芳环上的反应活性位点。结果表明:邻苯二酚与N-羟甲基丙烯酰胺烷基化反应机理分四步,活化能分别是61.07、39.69、44.31和31.51J/mol。一取代反应势垒为61.07kJ/mol;二取代反应势垒为44.31kJ/mol。表明二取代反应较一取代更容易发生。另外,一取代产物芳环上活性位点碳原子所带负电荷(-0.806)高于反应物邻苯二酚芳环上的碳原子(-0.124),有利于亲电试剂进攻,说明反应更易发生二取代,这与实验结果一致。  相似文献   

11.
In order to assess the impact of deep-sea mining on the in situ benthic life, we measured the microbial standing stock and concentration of organic nutrients in the deep-sea sediments of the Central Indian Ocean Basin in the Indian pioneer area. Sediments were collected using box core and grab samples during September 1996. The total bacterial numbers ranged from 10 10 -10 11 cells per g -1 dry weight sediment. There was a marginal decrease in the number of bacteria from surface to 30 cm depth, though the subsurface section registered a higher number than did the surface. The highest numbers were encountered at depths of 4-8 cm. The retrievable number of bacteria were two orders less in comparison with the direct total counts of bacteria. An almost homogeneous distribution of bacteria, total organic carbon, living biomass, and lipids throughout the depth of cores indicates active microbial and benthic processes in the deep sea sediments. On the other hand, a uniform distribution of total counts of bacteria, carbohydrates, and total organic carbon in all the cores indicates their stable nature and suggests that they can serve as useful parameters for long-term monitoring of the area after the benthic disturbance. Further studies on temporal variability in this region would not only verify the observed norms of distribution of these variables but would also help to understand restabilization processes after the simulated benthic disturbance.  相似文献   

12.
An acoustic inversion method using a wide-band signal and two near field receivers is proposed and applied to multiple layered seabed models including a manganese sediment. The inversion problem can be formulated into a probabilistic model comprised of signals, a forward model, and additive noise. The forward model simulates wide-band signals, such as chirp signals, and is chosen to be the source-waveletconvolution plane wave modeling method. The wavelet matching technique, using weighted least-squares fitting, estimates the sediment sound-speed and thickness on which determination of the possible numerical ranges for a priori uniform distribution is based. The genetic algorithm is applied to a global optimization problem to find a maximum a posteriori solution for determined a priori search space. Here the object function is defined by an L 2 norm of the difference between measured and modeled signals. Not only the marginal pdf but also its statistics are calculated by numerical evaluation of integrals using the samples selected during importance sampling process of the genetic algorithm.  相似文献   

13.
The interdependence between the seismo-acoustic properties of a marine sediment and its geotechnical/physical parameters has been known for many years, and it has been postulated that this should allow the extraction of geotechnical information from seismic data. Though in the literature many correlations have been published for the surficial layer, there is a lack of information for greater sediment depths. In this article, a desktop study on a synthetic seafloor model illustrates how the application of published near-surface prediction equations to subsurface sediments (up to several tens of meters burial depth) can lead to spurious predictions. To test this further, acoustic and geotechnical properties were measured on a number of sediment core samples, some of which were subjected to loading in acoustically-equipped consolidation cells (oedometers) to simulate greater burial depth conditions. For low effective pressures (representing small burial depths extending to around 10 meters subsurface), the general applicability of established relationships was confirmed: the prediction of porosity, bulk density, and mean grain size from acoustic velocity and impedance appears generally possible for the investigated sedimentary environments. As effective pressure increases through, the observed relationships deviate more and more from the established ones for the near-surface area. For the samples tested in this study, in some instances increasing pressure even resulted in decreasing velocities. There are several possible explanations for this abnormal behavior, including the presence of gas, overconsolidation, or bimodal grain size distribution. The results indicate that an appropriate depth correction must be introduced into the published prediction equations in order to obtain reliable estimates of physical sediment properties for greater subsurface depths.  相似文献   

14.
海上大直径钢管桩打桩过程中,桩周土体受到强烈扰动而发生强度弱化,掌握桩周土体强度弱化规律对于准确预测打桩过程、保证工程安全具有重要意义。为研究土体强度弱化规律,开展了环剪试验模拟打桩对桩周土体的扰动,测试土体强度随剪切速率的变化规律,建立了描述土体强度弱化规律的拟合公式,引入到打桩分析软件中。研究结果表明:土体的强度折减程度不仅与土体本身的性质有关还受到土体的埋深和剪切速率的影响,埋深越深土体强度折减程度越低,剪切速率越高土体强度折减越高,在打桩分析中可采用这里推荐的线性折减方法来模拟不同深度处土体强度的折减规律。  相似文献   

15.
Oedometer tests have been carried out on 70 undisturbed surficial clays (at approximately 250 mm below the mudline), mostly collected by free-fall corers from sites widely scattered throughout the deep-sea North Atlantic. Acoustic measurements were also made, initially on contiguous samples and ultimately on the same sample using a geophysically instrumented oedometer which also collected electrical resistivity data. Apart from those quiescent areas below the carbonate compensation depth, such as north of the West Indies where very fine clays exist, most of the samples are silty clays whose geotechnical-geophysical properties are dependent on the type of clay minerals present (and their ability to take in moisture), the sand-size fraction, and the quantity of carbonate present. Thus the pure clays have high compressibilities which decrease on the addition of coarse particles, while the converse is true for the acoustic parameters, these increasing with the sand fraction. Using the notion of the intrinsic compression line for all samples, and comparison to it of the measured compression curves, it is clear that, contrary to some previously held ideas, most deep-sea clays are normally consolidated; the addition of carbonate has the effect of creating an open, stronger sediment skeleton. Interestingly, where information is available, the variation with depth of a sample's acoustic velocity follows the void ratio pressure relationship of the compression curve. This allows the construction of an in-situ sediment compression curve using the in-situ geophysical observations.  相似文献   

16.
《海洋学报(英文版)》2014,(8):F0003-F0003
<正>Acta Oceanologica Sinica(AOS)is a comprehensive academic journal edited by the Editorial Committee of Acta Oceanologica Sinica and is designed to provide a forum for important research papers of the marine scientific community which reflect the information on a worldwide basis.The journal publishes scholarly papers on marine science and technology,including physics,chemistry,biology,  相似文献   

17.
18.
This article presents a methodology developed to evaluate the instability of submarine slopes that extend over a large area. Special attention was paid to (1) the complex geometry (bathymetry) and the expanse of the slope, (2) the heterogeneity of the sediment, and (3) the distribution of the pore pressure. The safety factor was considered as a spatially varying quantity. The General Formulation (GLE, Fredlund and Krahn 1977), which fully satisfies equilibrium conditions, was used for evaluating the stability of the marine slope. The submarine slope failure, which occurred on 16 October 1979 during the construction of the new Nice airport, was studied in order to test the developed model. Geotechnical parameters were taken from experimental tests carried out by IFREMER on 19 cores extracted at different depths (from 27 m to 1300 m) (Cochonat, Bourillet, and Savoye, 1993; Mulder et al., 1994). Many scenarios were proposed in order to explain the cause of the Nice slope failure (Habib, 1994). In this article, two of those scenarios were tested. Simulation results are presented and discussed.  相似文献   

19.
Specific properties of the interannual sea level variations and annual tides in the Northwestern Pacific were studied. Several tide stations were monitored. The monthly mean sea level for the year of 1995 was analyzed at each tide station. A seismic event in 1995, some tectonic activity around the subject area, and the Kuroshio (the oceanic western boundary current) may possibly contaminate results which would have occurred from the astronomical annual tide alone.  相似文献   

20.
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