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1)  moderate strength class
中强度等级
2)  low and middle strength
中低强度等级
1.
The sand is lack in the western China, so preparing self-compacting concrete with low and middle strength with Super Fine Mountain Sand and Artifical Sand is necessary.
西部地区河砂匮乏,应用特细山砂和机制砂配制中低强度等级的自密实混凝土是西部地区迫切需要开发的混凝土工程技术。
3)  intensity grade
强度等级
1.
The comparison relation about concrete intensity grade standard have been talked about the advantages of high intensity concrete and main the differences from ordinary concrete have been given a brief introduction.
 介绍了中外关于混凝土强度等级标准的对照关系,简要说明了高强混凝土的优点及其同普通混凝土的主要区别。
4)  strength grade
强度等级
1.
The discussion about the relation between the dispersity and the strength grade of cement;
关于水泥分散度与水泥强度等级关系的探讨
2.
Comparison of ASTM concrete compressive strength and China s concrete strength grade;
美国规定的混凝土抗压强度与中国混凝土强度等级的比较
3.
Effect of strength grade on flexural creep of early-age concrete with slag powder
强度等级对矿渣粉混凝土早期弯曲徐变性能的影响
5)  strength level
强度等级
1.
Based on the difficulty analysis on the whole body casting of concrete beam and plate with different strength levels, it is necessary to take construction process planning into consideration.
通过对不同强度等级的梁、板混凝土同时浇筑的困难分析 ,进而建议不同强度等级的梁、板同时浇筑混凝土时 ,需考虑做浇筑工艺过程设计 ,并提出浇筑工艺过程设计的要点和步骤。
6)  strength class
强度等级
1.
The main problems existing in <The Test and Evaluation Standard of Concrete Strength>(GBJ 107-87)are:1)it is too loose and does not reach the design required strength class;2)the three methods which are adopted are of different strictness and they have unreasonable aspects.
《混凝土强度检验评定标准》(GBJ 1 0 7- 87)的主要问题 ,一是偏宽 ,达不到设计要求的强度等级 ;二是强度合格评定采用的三种方法 ,宽严不一致 ,且都有不合理之处。
2.
construction and supervision,this paper discusses the method to control the concrete strength class strictly and poses the suitable control measure to reach the target of high quality concrete engineering.
从水利水电工程设计、试验和检测、施工、监理等方面 ,阐述了如何对混凝土的强度等级进行严格控制 ,并提出了相应地控制措施 ,使混凝土工程达到高质量的标
补充资料:中强度中模量聚丙烯腈纤维
分子式:
CAS号:

性质:指强度和模量介于纺织用腈纶和高强度高模量聚丙烯腈纤维之间的品种。强度为7~8cN/dtex,伸长率9%~11%,模量140~160cN/tex,耐日晒和耐候性极好,沸水收缩率0.5%~1.5%。制法是将分子量为8~10万的聚丙烯腈,通过干纺、干喷-湿法纺丝或湿纺及后处理制得。用途是代替石棉材料和水泥增强材料等。

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