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Home > english-chinese > "layer of concrete" in Chinese

Chinese translation for "layer of concrete"

混凝土层

Related Translations:
concreter:  混凝土工
concreting:  灌筑混凝土灌注混凝土混凝土浇筑浇注混凝土凝结
concrete:  adj.1.具体的,有形的;实在的,实际的。2.固结成的,混凝土制的。3.图案诗歌的(参阅concrete poetry)。短语和例子a concrete fact 具体事实。 a concrete vessel 混凝土船。 in the concrete 具体地,实际上。n.具体物;凝结物;混凝土;【逻辑学】具体名词;【文学】具体诗歌。 a concrete-mixer
Example Sentences:
1.Protective layer of concrete
对混凝土保护层的认识
2.Shaped steel / steel profile concrete beam . its characteristic is to enwrap a layer of concrete outside of the structural steel beam
采用型钢混凝土大梁,它的特征是在钢结构梁外面再包裹一层混凝土外壳。
3.Thus , the conclusion is drawn : when the diffusion coefficient of cf is invariable and the diffusion time is under a certain range , the beginning corrosion time of the steel in the corner of the rectangular section is independent of the size of rectangular section ; ( 4 ) through the numerical value calculation of rectangular section , the law is found of the influence on modifying coefficient of rectangular section of the thickness of protection layer of concrete and diameter of the steel and the thickness of cf on the surface of concrete , based on which practical calculating method of beginning corrosion time of the steel in the corner of rectangular section is set up
从而得到结论:在氯离子扩散系数一定的情况下,在一定时间范围内,矩形截面边角区域钢筋的初始锈蚀时间不依赖于矩形截面的截面尺寸; ( 4 )通过矩形截面边角区域钢筋初始锈蚀时间的计算,分析了保护层厚度、钢筋直径、混凝土表面氯离子浓度对修正系数的影响,并在此基础上建立了氯离子侵蚀下矩形截面边角区域钢筋初始锈蚀时间的实用计算方法。
4.Many factors regarding the modifying coefficients of circular and rectangular section are analyzed : ( 1 ) it is theoretically proved that the diffusion coefficient of cl - in concrete is dependent of modifying coefficients ; ( 2 ) through analysis of the results of numerical value calculation , it is discovered that the relation between the modifying coefficients and the thickness of protection layer of concrete is linear , from which the function expression of these two variables is gain ; at the same time , the influence on modifying coefficient of the radius of circular section and the thickness of cl - on the surface of concrete ; based on these , practical calculating method of beginning corrosion time of steel of circular section is set up ; ( 3 ) to rectangular section , the diffusion of cf in concrete is two - dimension diffusion
讨论了影响矩形截面以及圆形截面修正系数的因素: ( 1 )从理论上证明了氯离子在混凝土中的扩散系数与修正系数无关; ( 2 )通过圆形截面数值计算结果的分析,发现圆形截面修正系数与保护层厚度基本成线性关系,并建立了二者之间的联系;分析了圆形截面半径、混凝土表面氯离子浓度对修正系数的影响,从而建立了圆形截面钢筋初始锈蚀时间的实用计算方法; ( 3 )在矩形截面氯离子侵蚀下,混凝土处于二维扩散状态。本文通过计算分析,证明二维扩散的影响区域从边角开始向中间逐步扩散,并证明了二维扩散影响区域依赖于氯离子扩散系数与氯离子扩散时间的乘积。
5.The incident wave height h1 / 3 is in the range from 0 . 1m to 0 . 25m , and the peak period tp in the range from 1 . 0s to 2 . 0s . the ratio of s / h1 / 3 , which refers to the subface level of wharf deck ( s ) to the incident wave height ( h1 / 3 ) , is between - 0 . 1 and 0 . 7 . three different shore connecting types : open - piled , permeable slope with armored 1ayer of dolosse b locks and impermeable slope with armored layer of concrete plate , are set in the experiment for the research on the effects of boundary condition with different shore connecting types on the wave impact
本文的物理模型试验在大连理工大学海岸和近海工程国家重点实验室的大波流水槽中进行,试验中选用的随机波靶谱为改进的jonswap谱,入射波波高h _ ( 1 / 3 )范围为0 . 1m 0 . 25m ,谱峰周期t _ p范围为1 . 0s 2 . 0s ,码头面板的相对净空(码头面板底面距离静水面的距离s与入射波波高h _ ( 1 / 3 )的比值)范围为- 0 . 1 0 . 7 ,其中s / h _ ( 1 / 3 )为负值时表示码头面板底面位于静水面以下。
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