承载体的英文

• supporting body

• "承载"英文翻译    bear the weight of; load bea ...
• "体"英文翻译    body; part of the body
• "承载" 英文翻译 :    [工业] bear the weight of; load bearing
• "载体" 英文翻译 :    [化学] carrier; supporter; isotopic carrier
• "承载, 承重" 英文翻译 :    load bearing
• "承载,承重" 英文翻译 :    load bearing
• "承载，投保" 英文翻译 :    cover
• "承载板" 英文翻译 :    bearing plate; loaded plate; loading plate
• "承载比" 英文翻译 :    bearing ratio
• "承载层" 英文翻译 :    bearing bed; bearing course; bearing sratum; bearing stratum; bearingbed
• "承载的" 英文翻译 :    load-carrying; load-supporting; loadbearing; loaded
• "承载点" 英文翻译 :    ch charging point
• "承载阀" 英文翻译 :    biased valve
• "承载环" 英文翻译 :    carrier bar
• "承载力" 英文翻译 :    bearingcapacity; load-bearing capacity
• "承载梁" 英文翻译 :    carrier bar
• "承载量" 英文翻译 :    bearing capacity, carrying capacity; passenger volume; ultimate bearing capacity
• "承载率" 英文翻译 :    load factor; load-carry duty
• "承载轮" 英文翻译 :    carrier idler
• "承载面" 英文翻译 :    bearing surface; carrying face; carrying side; carrying surface; loading end
• "承载膜" 英文翻译 :    carrier film
• "承载盘" 英文翻译 :    susceptor
• "承载器" 英文翻译 :    carriage; load carrier; load receptor; loader
• "承载区" 英文翻译 :    loaded region
• "承载圈" 英文翻译 :    carrier ring

• Institution innovation system is a carrier where innovation mechanism exists and all it functions work
  制度创新系统是创新机制得以存在和一切功能得以实现的承载体。
• The article demonstrates the characteristics of the movie , a mass media , from 4 aspects : the first is the information resource of the movie ( the carrier of the movie information - the films and the audio - visual symbols of the movie ) ; the second is the propagation and receiving method of the movie medium ( the specific characters , the style , the pattern , and etc . brought by the social structure and environment of the medium propagation
  本文从媒介信息源(电影信息的承载体胶片及影片的视听符号) 、电影媒介的传播与接收方式(电影媒介传播的社会结构和环境所带来的影片的个性特征、风格与样式诸问题。面对这样的传播方式，接收方式也相应地构成了一个组织系统。
• The effect of overburden separation dynamic development under key stratum on grouting for bed separation space was analyzed , in order to deal with the problem that the current bed separation growing technology can not prevent the key stratum from breakage , put forward the isolated section - grouting technology for overburden bed separation space , integrated the virtue of growing for bed separation space and partial extraction , the bed separation grouting bodies , key stratum and isolated section pillars were made to constitute the load - carrying body all together , and to reach the purpose of reducing subsidence effectively , increase the coal seam extraction ratio , and accelerate the development of isolated section - growing technology for overburden bed separation space
  摘要分析了关键层下离层动态发育对离层充填的影响，针对目前离层区充填工艺不能阻止覆岩关键层初次破断的问题，提出了“覆岩离层分区隔离注浆充填”技术，它综合离层充填与条带开采技术的优点，通过离层区充填置换或减小分区隔离煤柱宽度，使“离层区充填体关键层分区隔离煤柱”形成共同承载体，从而达到有效减缓地面沉降的目的，提高了煤层采出率，促进了覆岩离层充填减沉技术的发展。
• It has its geographic boundaries , within which the different components of the industry interact with one another as a consolidated system . as destinations are extremely sensitive to any internal and external changes , crisis management is of great importance to the improvement of the anti - disaster ability and enhancement of the image of a safe travel destination
  而旅游地是旅游活动的承载体，是一种因为人们的旅游活动使得组织内的各元素形成一种互动关系的系统综合体，它具有一定的地域范围，对任何来自外部和内部的变化都非常敏感。
• As the main method of measurement in the tests , some strain measuring points are arranged on the reinforced steel bars of the anchor bearing body . the changes of strain with different loading levels at their locations have been measured , through which range of influence and distribution of strain with loading in grout can be investigated , and corresponding distributions of axial force and bond stress are calculated according to hooke ' s law . making use of nonlinear curve fitting , distribution equation of bond stress of the fixed unit anchor length is achieved
  试验测试手段通过在锚索承载体上布设应变测点，观测锚索在不同的荷载级别下的应变变化情况，对不同荷载级别下，单元锚索注浆体内应变的影响范围及分布规律展开分析，依据虎克定律计算出了其轴力与粘结应力的分布；并对测试结果进行了拟合，得出了锚固段粘结应力分布的拟合方程。
• Each unit anchor has its own individual tendon , its own unit fixed length of borehole , and is loaded with its own unit stressing jack which ensures that the load in all unit anchors is always identical . the total working load of the anchor is beard by each fixed anchor length of all units in staggered depth in the borehole and by means of respective bearing bodies , the tension loads applied to the plastic coated strands are changed into the compression loads on the grout of each fixed anchor length , then the total working load can be divided into several smaller loads and transmitted to the rock mass and soil in different locations in dispersed compression
  压力分散型锚索是在一个钻孔中安装若干个锚索单元，每个单元都有自己的杆体和锚固段，在张拉时分别承受相同的工作荷载；锚索总的锚固力由分散布置于钻孔不同深度处的这些单元锚索的锚固段来共同承担，并利用各单元的承载体将无粘结锚索的拉力转化为对锚固段注浆体的压力，从而将锚索总的锚固力以压力形式分散作用于不同深度的岩土体上。
• Compression dispersion - type anchor can be mainly classified into two categories , one of which is that , plastic coated strands in different length are respectively passed through their own bearing bodies and pre - bent as their midpoints to be t he shape of " u " , then forming several totally unbonded strand loops , i . e . unit anchor tendon . as the research object in this paper , study is performed on the anchor holding capacity , load - displacement behavior , displacement of the fixed anchor length , strain and bond stress distribution , and the removability of anchor tendon , furthermore , with the aid of analytical solution , the distribution of the bond stress is calculated and analyzed , based on the results of test and analytical solutions , design method is provided in this paper
  压力分散型锚索主要有两种结构型式，本文是以将不同长度的无粘结钢绞线分别绕过不同的承载体弯曲成“ u ”形而组成各个单元锚索体这种型式为研究对象，对其承载力、荷载位移特性、锚固段位移特征、应变与粘结应力分布特征以及锚索体的可回收性能展开研究，并借助于理论分析研究其粘结应力分布状态，然后在此基础上提出了压力分散型锚索的设计计算方法。