Chinese translation for "混凝土等级"

concrete grade

Related Translations:

等级资料:  ranked data,

等级说明书:  grade descriptionion

等级象:  rank image

公差等级:  grade of tolerancequality of tolerancequantity of tolerancetolerance grade

总部等级:  headquarters level

星等级:  stellar magnitude

混合等级:  combined grade

铁路等级:  classification of rail

绝缘等级:  class of insulationgradation of insulationinsulation classesinsulation level

支流等级:  order of tributaries

Example Sentences:

	1.	In kinematics similarity test , test simulates specimens in earthquake action . by the hysteretic curve , anti - seismic property of t - shaped and l - shaped short - leg shear wall can be realized 并且研究了在动荷载作用下混凝土等级、截面配筋率和墙肢截面高厚比等因素对短肢剪力墙抗震性能的影响。
	2.	The research used materials are fast patching concrete 、 ordinary patching concrete and polymer mortar 。 the testing result indicates : ( 1 ) the mechanics properties of the patched concrete has surpassed the rank of c30 concrete 其研究使用材料有快速修补混凝土、普通修补混凝土及聚合物砂浆。试验结果表明: ( 1 )修补混凝土力学性能指标已超过c30混凝土等级的要求。
	3.	The main contents are followed below : ( 1 ) for the aim of knowing the characteristics of main factory building structure frame columns of large - scale thermal power plants , nine high strength concrete frame columns with high axial compression ratio and six slender ordinary strength concrete frame columns with high axial compression ratio were tested under low reversed cyclic horizontal loading for the very first time , and thus the influencing factors of normal section bearing capacity , such as concrete intensity grade , axial compressive ratio , slendemess ratio , the type of stirrups and stirrup ratio , etc , the anti seismic deformation capability of frame columns were acquired 本文主要研究的内容有： ( 1 )首次针对火电厂主厂房结构框架柱的特点，对9个高轴压比高强混凝土框架柱和6个高轴压比普通混凝土框架长柱进行了低周反复水平加载试验，获得混凝土等级、轴压比、长细比、配箍形式及配筋率等对框架柱的抗弯及抗剪承载力、抗震变形能力的影响因素。
	4.	In static test , t - shaped and l - shaped specimens were respectively divided into four groups according to concrete strength grades , sectional height to thickness ratio , reinforcement ratio and ratio of axial compressive force to axial compressive ultimate capacity of section . how these factors affect the load - carrying and deformation of short - leg shear wall is known by analysis the result 在拟静力试验中对t形和l形短肢剪力墙分别进行了四组试验，通过对试验结果的分析，揭示了混凝土等级、截面配筋率、轴压比和墙肢截面高厚比等因素对短肢剪力墙承载力和变形的影响。
	5.	But it has limitations such as inconsistency between strength and theological properties , the problem of volume invariability and the properties of resistance of sulfate erosion especially for concrete in excess of 70mpa . it is an difficulty for both the concrete industry and building industry to ensure the concrete in excess of 70mpa with good theological behavior , ease of transport , volume soundness and durability after hardened 高强混凝土在促进整个建筑业的进步方面功不可没,但是随着应用的混凝土等级的提高,特别是对于70mpa以上的混凝土已暴露出自身的一些缺陷,如混凝土强度与流变性能之间的矛盾,体积稳定性问题,抗硫酸盐类侵蚀性能力的下降等。要使70mpa以上的混凝土具有良好的流变性能,能轻易地泵送,并在硬化后有良好的体积稳定性和耐久性,是国内外混凝土和建筑施工业面临的一项技术难题。
	6.	After the evaluation of the three parameters in the proposed creep model , which is based on the large numbers of experimental measurements of concrete creep , the influential regularities of concrete filled steel tube columns under long - term loading are investigated . by dispersing time , the method of tangent modulus is adopted to study the relation of creep strain and load time . in the end , this paper took cft specimens with representative geometry and sectional dimensions as examples and adopted the proposed method as an approach to investigate the influencing regularities of many factors , which include the ratio of long - term load to strength , the slenderness ratio , the eccentricity ratio , and the intensity grade of concrete , on cft structures 在对钢管混凝土构件长期荷载效应的分析中，本文基于三维粘弹性理论，采用三参数粘弹性模型，提出了核心混凝土徐变的三维有限元分析理论，在总结过去大量关于混凝土徐变试验实测结果的基础上拟合了模型中的三个参数，并成功将其应用于钢管混凝土徐变的三维分析计算中，得到徐变与持荷时间的关系，以典型截面形式的圆钢管混凝土轴压、偏压构件为例，对轴压比、长细比、含钢率、偏心率以及核心混凝土等级分别进行了大量的参数分析和实验对比研究，结果表明二者符合较好。
	7.	An analysis is developed for influence factors that have some influence on joints " behavior . the results show that axial ratio has a good and visible effect on the capacity of joints ; that the higher concrete strength is , the higher the capacity of joints is ; the ratio of reinforcements and the thickness steel web of column have large influence on the ductility src joints , not but the capacity of src joints 分析表明：轴压比对节点的刚度、抗裂度的提高是有利的，且增大幅度较大；节点承载力和抗剪能力随混凝土等级的提高而提高；钢腹板厚度和配箍率的增大对节点承载力提高幅度不大，其对节点的延性影响较大。

Similar Words：

"混凝土的收缩" Chinese translation, "混凝土的收缩和徐变" Chinese translation, "混凝土的熟化" Chinese translation, "混凝土的形变限制" Chinese translation, "混凝土的制" Chinese translation, "混凝土底板" Chinese translation, "混凝土底部结构" Chinese translation, "混凝土底面" Chinese translation, "混凝土底座" Chinese translation, "混凝土地板漆" Chinese translation