- 更多网络例句与离子结合相关的网络例句 [注：此内容来源于网络，仅供参考]
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The hydrophobic value of Fuchs\' model of humic acidsand Alvarez\'s model of fulvic acids which combined with metal icon smaller than the other molecularmodels; but the refractiveness, polarity, approximate surface, grid surface, volume, mass of the Felbeck\'smodel k of the humic acids and Buffle\'s model of the fulvic acids which interacted with the metal iconsmaller than the other molecular models.
综合比较结果表明：Fuchs—HA和Alvarez—FA与金属离子结合物的疏水性小于其他它腐殖酸分子；Felbeck-HA和Buffle—FA与金属离子结合物的折射性、极性、近似表面积、栅格表面积、体积、质量同比小于其它腐殖酸分子。
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The results show that quartz cannot react with oleic irons at pH=8-10, because it is difficult to combine with metallic irons. On the contrary, clinochlore can adsorb with oleic ions because there are enough active metallic positive ions between the minerals layers which can combine with clinochlore. The clinochlore can be hydrophobic, and so the separation can be realized finally. At pH=9, the clinochlore removal rate is the maximum, the purity of SiO2 is 99.86%, and the recovery of SiO2 is 35%.
结果表明：在pH为8~10的碱性溶液中，粉石英难与金属阳离子缔合，所以，不与油酸根离子结合；而斜绿泥石解离后层间存在活性金属阳离子，可与油酸根离子发生化学吸附产生疏水作用，因而使用反浮选的方法能有效地实现二者的分离：当pH为9时，斜绿泥石的去除率最高，粉石英的纯度达99.86%，回收率为35%。
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Assuming infinite diffusion medium, based on the diffusion equation for prestressed concrete structure, and accounting for the effects of concrete chloride binding capacity, time dependence of diffusion coefficients, temperature and moisture, models of chloride diffusion in two-dimensional infinite body with both power function and constant homogeneous boundary conditions were formulated.
针对无限大的扩散介质，以综合考虑氯离子结合能力、氯离子扩散系数的时间依赖性和环境温湿度影响的实际预应力混凝土氯离子方程为基础，分别在常数和幂函数边界条件下，推导出二维氯离子扩散理论的齐次模型。
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The binding capacity of chloride in the concrete with ASR is much lower than that in the concrete without ASR.The crack induced by ASR does not promote the ingression of chloride significantly.
结果表明：在ASR同时作用时，混凝土的氯离子扩散速度减慢，混凝土对氯离子的结合表现为线性吸附关系，氯离子结合能力也明显降低；ASR所导致的开裂不会明显提高氯离子的侵入。
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The experimental results show that activated meerschaum has an ability of removing fluoride due to the ion exchange and adsorption.
活化海泡石除氟机理是由于活化过程中，靠离子交换作用吸附了一定量的铝离子，而铝离子又与水中的氟离子结合从而达到除氟目的。
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For the product 〓, the signal for n=2 is much smaller than that for n=1, which may due to the large steric hindrance by the ethanethiol ligands.
其原因很可能是乙硫醇分子体积比较大，所以金属离子结合第二个乙硫醇时，就有很大的空间位阻，以致比结合第一个乙硫醇要难得多，结果n=1～2之间出现明显的强度突变。
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In chapter 7, chloride absorption or binding isotherm of concretes was investigated, linear chloride binding capacity and a non-linear coefficient were firstly proposed, based on a large amount of experimental data of concretes under the actions of single, double, or multiple factors in four typical bitterns.
第七章根据不同混凝土在4种典型盐湖的单一、双重和多重因素作用下的大量数据，研究了混凝土对氯离子的吸附/结合规律，提出了线性氯离子结合能力和非线性系数的新概念。
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na2samg:zinc was combined with sodium sulphide perfusion; znseamg:zinc was combined with injection sodium selenite in advanced;iznsamg:the animal's fresh tissue immersed in the timm's immersion fluid. aboved three methods were followed by the same amg method.
ivznsamg：采用na2s溶液灌流的锌离子结合方式；znseamg：采用事先注射硒酸钠的体内锌离子结合方式；iznsamg：采用取动物新鲜组织浸泡在浸染液中的锌离子结合方式；以上三种方法处理后均采用相同的amg孵育显色。tsq、zinquin荧光：均为新鲜组织取材，液氮处理后荧光下观察。
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The results show that, the Fick's second law based on corrosion environment should be presented; the linear isotherm of chloride binding is appropriate in concrete structures; the amounts of bound chloride in tide range area and air environment is 0.11~0.37 times of free chloride; the diffusion coefficient is 1/3 to the concrete without RAM and the effect is the best when the RAM ratio is about 15%.
研究表明：Fick第二定律仍需进一步改善，有必要根据不同侵蚀环境建立不同的侵蚀模型；用线性结合理论描述实际混凝土结构中的氯离子结合基本适用；潮差区及以空气中氯离子侵蚀为主的混凝土结构，结合氯离子占自由氯离子的相对值大致在0.11～0.37之间；掺加海水耐蚀剂混凝土的氯离子扩散系数大致可降为原来的1/3；海水耐蚀剂含量在15%左右时其提高混凝土抗氯离子渗透性能的效果最明显。
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The results show that, the Ficks second law based on corrosion environment should be presented; the linear isotherm of chloride binding is appropriate in concrete structures; the amounts of bound chloride in tide range area and air environment is 0.11~0.37 times of free chloride; the diffusion coefficient is 1/3 to the concrete without RAM and the effect is the best when the RAM ratio is about 15%.
研究表明：Fick第二定律仍需进一步改善，有必要根据不同侵蚀环境建立不同的侵蚀模型；用线性结合理论描述实际混凝土结构中的氯离子结合基本适用；潮差区及以空气中氯离子侵蚀为主的混凝土结构，结合氯离子占自由氯离子的相对值大致在0.11～0.37之间；掺加海水耐蚀剂混凝土的氯离子扩散系数大致可降为原来的1/3；海水耐蚀剂含量在15%左右时其提高混凝土抗氯离子渗透性能的效果最明显。
- 更多网络解释与离子结合相关的网络解释 [注：此内容来源于网络，仅供参考]
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carboxyl terminal：羧基端
在羧基端(carboxyl terminal)的结合位与铁离子有很高的亲和力,只会与铁离子结合. 在氨基(N-terminal)端的结合位则是可以与其他离子结合,亲和力高低如下:铁>铬>锰>镉>镍. 三价铁离子与运铁蛋白的结合需要一个阴离子的存在,通常是重碳酸盐(bicarbonate).
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ion exchange resin：离子交换树脂
而离子交换树脂(Ion exchange resin)是另一种重要的树脂,其应用范畴包括在水的净化及催化有机化合物的反应. 将离子性官能基结合在树脂(有机高分子)上的材料,称之为 "离子交换树脂". 树脂表面带有磺酸 (sulfonic acid) 者,称为阳离子交换树脂,
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ionic crystal：离子晶体(离子间通过离子键结合而成的晶体)
ionic bonding 离子键(由原子得失电子后,生成的正负离子之间,靠静电作用而形成的化学键) | ionic crystal 离子晶体(离子间通过离子键结合而成的晶体) | ionic lattice 离子晶格
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ionic atmosphere：离子氤;离子云
ionic bond 离子键;电离键;离子结合 | ionic atmosphere 离子氤;离子云 | ionic association 离子缔合
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ionone：芷香酮,紫罗酮
ionomycin 离子霉素[可与钙离子结合的聚醚] | ionone 芷香酮,紫罗酮 | ionophore 离子载体,离子导体
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ionone：芷香酮
ionomycin离子霉素[可与钙离子结合的聚醚] | ionone芷香酮 | ionophore离子载体
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ion pair：离子对
3)竞争性抑制(competitive inhibition):细胞在吸收某些离子对(ion pair)中的离子时存在的相互抑制的现象. 这些离子对如:K+-Rb+;Cl--Br-;Ca2+-Sr2+;SO42--SeO42- 等. 该现象说明细胞吸收这些离子对的机制相似,或这些离子对在膜上有相同的结合位置.
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Recombination：再结合
当外加电压不足时由於所生离子对过少,部分离子对会再结合(recombination)而消失,故产生的的脉冲信号太小,使得这区域并没有实际的应用价值. (图3-3中的0到V1范围的电压)盖革区 当外加电压再升高,气体游离的增殖作用继续增加,
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heteropolar bond：异极键,离子结合,电价键,有极键,极性键=>異極結合
heteropolar binding 异极键联 | heteropolar bond 异极键,离子结合,电价键,有极键,极性键=>異極結合 | heteropolar D.C. linear motor 多极直流直线电动机
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ionic atmosphere：离子氤;离子云
ionic bond 离子键;电离键;离子结合 | ionic atmosphere 离子氤;离子云 | ionic association 离子缔合<作用>