普通钢筋的英文

• ordinary steel bar
• regular reinforcement

• "普通"英文翻译    common; general; ordinary; p ...
• "钢筋"英文翻译    reinforcing steel; steel rei ...
• "普通钢筋混凝土" 英文翻译 :    ordinary reinforced concrete
• "普通钢筋强度等级" 英文翻译 :    grades of steel bar; strength classes of steel bar; strength classes(grades) of steel bar; strength of structural timber parallel to grain
• "普通钢" 英文翻译 :    commercial steel; common steel; general steel; ordinary steels; plain carbon steel; plain steels; simple steel; tonnage steel
• "普通钢板" 英文翻译 :    general steel plate
• "普通钢材" 英文翻译 :    common iron
• "普通钢螺栓" 英文翻译 :    reg. steel bolting
• "普通钢珠" 英文翻译 :    plain ball
• "碳钢, 普通钢" 英文翻译 :    plain carbon steel
• "碳钢，普通钢" 英文翻译 :    plain carbon steel
• "结构用普通钢" 英文翻译 :    ordinary structural steel
• "普通钢锭模铸锭" 英文翻译 :    normal ingot making
• "织造用普通钢丝综" 英文翻译 :    steel wire heald with ordinary twisted eyelet for weaving
• "钢筋" 英文翻译 :    concrete iron; concrete reinforcing bars; rebar; reinforcing bar; reinforced bar; reinforcing steel; steel reinforcement 高强度钢筋 high strength cast iron; nodular iron; 钢筋工 steel bender; rodman; 钢筋箍 stirrup
• "普通" 英文翻译 :    common; general; ordinary; plain; honest; private; trile; average 普通一兵 an ordinary soldier; a soldier in the ranks; a rank-and-filer; 普通人 the average person; the man in the street; 这是两所普通的房子。 these are just two ordinary houses.; 普通毕业生 a poll man; 普通法 [法律] common law; 普通高等教育 regular higher education; 普通话 putonghua; common speech (of the chinese language); standard chinese pronunciation; 普通客机 skycoach; 普通劳动者 ordinary labourer; 普通旅客列车 accommodation train; 普通税则 general tariff; 普通心理学 general psychology; 普通学科 general studies; 普通邮资 ordinary postage; 普通运价[正常运价] normal rate; 普通照会 [外交] verbal note; 普通中学 ordinary high [secondary] school; 普通装订 edition binding
• "钢轨导通, 接通钢轨" 英文翻译 :    rail bonding
• "棒钢筋" 英文翻译 :    bar reinforcement
• "粗钢筋" 英文翻译 :    bar reinforcement
• "端钢筋" 英文翻译 :    end bar
• "短钢筋" 英文翻译 :    bar dowel
• "方钢筋" 英文翻译 :    square bar; square steel bar
• "钢筋；钢条" 英文翻译 :    steel reinforcement
• "钢筋棒" 英文翻译 :    bar reinforcement
• "钢筋比" 英文翻译 :    reinforcement ratio

• Strength classes grades of steel barokok . org
  普通钢筋强度等级30
• Strength classes grades of steel bar
  普通钢筋强度等级
• Ordinary steel bar
  普通钢筋29
• Cfst ( concrete - filled steel tube ) is a new type of compound material . it ' s bearing capacity is much greater than rc ( reinforced concrete ) . and the amount of form needed during construction is greatly reduced
  钢管混凝土结构作为一种新型复合材料，不仅其承载能力较普通钢筋混泥土有大幅度提高，施工中对模板的需求也大为减少，而且其耐火性、耐冲击性等各种指标都远强于普通钢筋混泥土，因而在土建工程中得到了迅速发展。
• The main factors including concrete cover and prestressing levels which may have influence on the fire resistance of the simply - supported slabs are examined . the deflection and prestress are presented . from the results of tests , the fire endurance of the simply - supported slabs are given
  在简支板的火灾行为试验研究中主要考虑了普通钢筋的保护层厚度和预应力度两个因素，主要测试了构件的挠度变化及预应力的变化，并由此得出了其耐火极限。
• A way to avoiding crack or reducing crack width of concrete or reducing distortion of member is using prestressed concrete . the writer tried to make full use of the merit of the prestressed concrete and designed prestressed concrete mandril to control crack of structure . the prestressed concrete mandril , which was firstly applied high pressure on a small concrete bar , and then was made in concrete , so it would act as reinforced bar and resist load . in this thesis the writer designed 24 mmnbers and had experimental study of them , reached the conclusion that the effect of resisting crack of the prestressed concrete mandril was good when the load was not large , it can enhance the capacity of resisting crack and reduce the crack distance and crack width , but when the loads was large , the effect of resisting crack was not good , when we used the prestressed concrete mandril and reinforced bar together in member , the effect of resisting crack was very good . the writer analysed the adherence mechanism and wreck mechanism of the prestressed concrete mandril in anxial tension members , and according to the character of the prestressed concrete mandril , the writer constructed the bond model of it . then the writer introduced the analysis theory of crack including the bond - slip theory , the non - slip theory , the synthesis theory and mathematics stat method . the different theory had different theory base , they considered that the primary affection of crack width was different . in this test , the crack distance and crack width of members which placed reinforced bar were match to the compute value of the code gb 50010 - 2002 very well . to the members which
  本文共进行了24根试件的试验研究,得出了预应力混凝土芯棒能较大地提高构件抗裂承载力,在荷载小于预应力混凝土芯棒的开裂荷载时有较好的抗裂效果,能较大地减小裂缝间距和裂缝宽度,但是当荷载较大预应力混凝土芯棒开裂时预应力混凝土芯棒的抗裂效果不是很好,若将普通钢筋和预应力混凝土芯棒一起使用时则有很好的抗裂效果。本文分析了预应力混凝土芯棒在轴拉试件中的粘结机理和破坏机理,根据预应力混凝土芯棒本身的特点,提出了预应力混凝土芯棒与后浇混凝土之间的粘结模型。然后本文详细介绍了经典的裂缝分析理论粘结滑移理论、无滑移理论、综合理论和数理统计方法,各理论有着各自不同的理论基础,认为影响裂缝宽度的主要影响因素也各不相同。
• Cfrp tendon is a new composite material manufactured by special technology , it has many advantages such as high - strength , low - density , better corrosion - resistant and so on , so it can potentially replace steel tendons in normal concrete structures and prestressed concrete str uctures , particularly in areas where corrosion is a problem
  碳纤维塑料筋是采用特殊工艺制造的新型复合材料，它具有强度高，密度小，耐腐蚀等优点，能够取代普通混凝土结构和预应力混凝上结构中的普通钢筋和预应力钢筋，尤其是在钢筋锈蚀问题严重的地区。
• Gfrp bar is a new antisepsis material and it have many availabilities , such as the resistance to corrosion , high strength - to - weight ratio , low electromagnetic properties and so on . however , to fully replace steel by gfrp bar , some aspects of their behaviour have to be determined , include smooth surface , low bond strength , low modulus of elasticity
  玻璃钢( gfrp )筋作为一种新型的防腐筋材，具有许多普通钢筋所不能比拟的优点，如防腐性能好、抗拉强度高、绝电磁性、易于成型等，但也存在表面光滑、不易与混凝土的粘结、弹性模量较低等缺陷，因此解决玻璃钢筋与混凝土的粘结强度问题是其技术关键。
• A predigested car model and a reasonable bridge model were presented after the bridge structures and the colliding characters were analyzed . the stress and the displacement of the concrete , bar , pre - stress bar changing with time were presented . the stress of the whole bridge at the time of the contact and the deformation of the whole bridge at the end of the contact are obtained
  采用美国ansys公司的有限元软件ansys ls - dyna对碰撞过程进行数值模拟分析，得到了撞击点附近混凝土、普通钢筋以及预应力钢筋的应力及位移随时间的变化规律，同时得到了全桥在碰撞后瞬间的应力分布规律和碰撞结束前全桥的变形规律。
• In light of the simulative research results , three methods are applied to analyze some controversial problems in this kind of structural system ( such as the concrete pouring sequence of continuous ends , the applying sequence of pretensioned force , the removal of the temporary supports , the concrete pouring style of continuous ends , the optimization of constructional reinforcement and prestressed reinforcement ) . some important conclusions are drawn : the concrete pouring sequence of continuous ends should be in accordance with the principle of " interval end " ; the removal of temporary supports is also on this principle ( opposite to traditional opinions ) . at the same time , other problems such as the shrinkage and creep effects of concrete , the c racking and failure pattern , the optimization of reinforced bars and prestressed bars are also analyzed in detail
  在此基础上，对于目前先简支后连续结构体系中存在的一些有争议的问题(如后连续端部浇筑和后连续预应力张拉的顺序、体系转换中的临时支座拆除顺序、后连续端部浇筑方式、后连续端部的预应力筋及普通钢筋的优化等) ，我们分别运用三种方法进行了细致的模拟分析、研究，并得出了一些具有重要工程意义的结论：后连续端部的浇筑顺序和后连续预应力张拉的“隔跨”原则，临时支座拆除的“隔跨”原则(此前人们一直认为“对称浇注和对称张拉”是最为合理的施工工序) ，混凝土的收缩、徐变对先简支后连续结构体系的影响一般较小等。