钢纤维活性粉末混凝土,steel fiber reinforced reactive powder concrete
1)steel fiber reinforced reactive powder concrete钢纤维活性粉末混凝土
英文短句/例句
1.The Research on the Dynamic Performance of Grading Steel-fiber Reinforced Reactive Powder Concrete;级配钢纤维活性粉末混凝土动态性能研究
2.Experimental research on bend properties of steel fiber RPC钢纤维活性粉末混凝土弯曲抗折性能试验研究
3.Experimental Study on the Spalling Strength of Fiber Reactive Powder Concrete钢纤维活性粉末混凝土动态层裂强度试验研究
4.Experimental study on the proportions of raw materials of reactive powder concrete with steel fibre钢纤维活性粉末混凝土配合比试验研究
5.Investigation on Fracture Properties of Steel Fiber Reinforced Reactive Powder Concrete Based on Photoelastic Coating光弹性贴片法研究钢纤维活性粉末混凝土断裂性能
6.DYNAMIC COMPRESSIVE PROPERTIES OF STEEL FIBER REACTIVE POWDER CONCRETE EXPOSED TO HIGH TEMPERATURE钢纤维活性粉末混凝土高温后动态压缩性能研究
7.Experiment Study on Mechanical Properties of A Hybrid Fiber Reinforced Reactive Powder Concrete混杂纤维(玻璃纤维与钢纤维)活性粉末混凝土的力学性能
8.Study on Mechanical Performance and Damage of Reactive Powder Concrete in Different Steel Fiber Volume Fractions under Uni-axial Compression;不同钢纤维掺量活性粉末混凝土单轴受压力学特性及损伤分析
9.Study on Tension Mechanical Performance of Reactive Powder Concrete in Different Steel Fiber Volume Fractions;不同钢纤维掺量活性粉末混凝土的抗拉力学特性研究
10.Research on the Basic Mechanical Properties of Fiber Reinforced Reactive Powder Concrete;纤维约束活性粉末混凝土基本力学性能研究
11.EXPERIMENT STUDY ON THE MECHANICS PROPERTIES OF HYBRID FIBER REINFORCED REACTIVE POWDER CONCRETE玻璃纤维与聚丙烯纤维混杂掺入活性粉末混凝土的力学性能
12.Research on the Basic Mechanical Properties of the Fiber Reactive Powder Concrete and Applicatian;纤维增强活性粉末混凝土基本力学性能及应用研究
13.Experimental Research on the Bond Performance between Carbon Fiber Reinforced Plastic Bars and Reactive Powder Concrete;碳纤维增强塑料筋与活性粉末混凝土的粘结性能试验研究
14.Analysis of mechanics performance impact about fibrous material to gangue active powder concretes纤维材料对矿渣活性粉末混凝土力学性能影响分析
15.Experimental Research on the Mechanics Properties of High Content Carbon Fiber Reinforce RPC高掺量碳纤维增强活性粉末混凝土力学性能实验
16.Research on Mechanical Performance and Microstructure of Fiber Reinforced Active Powder Concrete at High Temperature纤维增强活性粉末混凝土高温力学性能的实验研究
17.Study on Composition, Structure and Properties of Reactive Powder Concrete Containing Steel Slag Powder钢渣粉活性粉末混凝土组成、结构与性能的研究
18.Analysis of mechanism on polypropylene fiber reinforced reactive powder concrete at high-temperature聚丙烯纤维高温增强活性粉末混凝土的机理分析
相关短句/例句
RPC filled steel tubular钢管活性粉末混凝土
1.Besides having characteristic of concrete filled steel tubular,RPC filled steel tubular structure can decrease cross section owing to the ultra -high strength of RPC, and economize on concrete and small dead loa.活性粉末混凝土（RPC）是一种新的超高性能、高韧性的水泥基复合材料，将其灌入钢管形成钢管活性粉末混凝土，这种结构除了具备钢管混凝土的一般特性外，因其超高强度使构件截面尺寸大大减小，还可进一步节约混凝土并减轻结构自重，必将在高层建筑、公共建筑、多层厂房、桥梁、交通等领域有着广泛的应用前景。
3)reactive powder concrete活性粉末混凝土
1.Researches on mechanical properties of carbon fiberreactive powder concrete;掺短切碳纤维活性粉末混凝土的力学性能研究
2.Experimental research on the bond performance between CFRP bars andreactive powder concrete;碳纤维筋与活性粉末混凝土粘结性能试验研究
3.Experimental research on preparation ofreactive powder concrete;活性粉末混凝土配比试验研究
4)Reactive powder concrete(RPC)活性粉末混凝土
1.It is introduced to Reactive Powder Concrete(RPC) including the materials selection,the principles of proportioning and preparing,the mechanical properties and its application and future in the structural engineering.介绍活性粉末混凝土(RPC)的材料选择、配制机理、力学性能以及它在结构工程中的应用及发展前景。
2.Slump test was used to investigate the effect of superplasticizer,water-binder ratio,cement-fly ash proportion and silica fume-quartz powder proportion on the flow properties of reactive powder concrete(RPC).利用砂浆坍落扩展度考察了减水剂掺量、水胶比、粉煤灰替代水泥比例、硅灰替代石英粉比例对活性粉末混凝土流动性的影响;同时考察了这些因素对活性粉末混凝土抗压、抗折强度的影响。
3.The inner structure of metakaolin reactive powder concrete(RPC) is probed via electronic scanning microscope.应用环境扫描电镜等观测手段,对掺偏高岭土活性粉末混凝土(RPC)的内部结构进行初步探讨。
5)Reactive powder concrete (RPC)活性粉末混凝土
1.Finally,the rule that some parameters influence the strength and fluidity of Reactive Powder Concrete (RPC),which include water-binder ratio,amount of fly ash,silica fume,quartz ash,Nano-SiO2,and steel fiber,as well as curing temperature,were studied.试验结果表明,采用适当比例的硅灰、粉煤灰和纳米硅,可以提高RPC的流动性及强度;RPC中加入缓凝剂,延缓了拌合物的凝结时间,提高了试件浇筑的密实度,从而提高了RPC的强度;特别是纳米硅的加入,明显改善了RPC的流动性,在蒸压养护制度下,得到了立方体抗压强度为167MPa的活性粉末混凝土。
2.As a new kind of composite material, owing to its high mechanical properties such as high strength, high tenacity, high durability, volume stability and so on, Reactive Powder Concrete (RPC) has attracted much international attention.活性粉末混凝土(Reactive Powder Concrete,简称RPC)作为一种新型混凝土材料,具有超高强度、高耐久性、高韧性和体积稳定性,其性能与普通、高强混凝土相比具有更大的优越性,在国际上已引起了高度的重视。
3.Reactive Powder Concrete (RPC) is a new type cement-based composite material ultra-high strength, low brittleness and high durability.活性粉末混凝土(Reactive Powder Concrete,缩写为RPC)是一种超高强、低脆性,且具有高耐久性的新型水泥基复合材料。
6)RPC活性粉末混凝土
1.The Anchorage Behavior of CFRP Tendons inRPC;CFRP筋在活性粉末混凝土中的锚固性能
2.Experimental Investigation on the Anchorage Performance of CFRP Tendon Bonded byRPC;活性粉末混凝土(RPC)对碳纤维(CFRP)筋锚固性能的试验研究
3.Experimental research on mechanical properties ofRPC;活性粉末混凝土基本力学性能试验研究
延伸阅读
钢管混凝土结构施工钢管混凝土结构施工construction of concrete depositing steel pipe structuregangguan hunn旧gtuJ一egou shjgong钢管混凝土结构施工(eonstruetion of con-erete depositing steel pipe strueture)钢管混凝土结构是利用钢管与灌入管中的混凝土共同作用的原理设计的一种复合结构。它兼有钢管结构和钢筋混凝土结构的优点，承载力较高，塑性和韧性较好，可节省材料，缩短工期，目前已在工业和民用建筑工程柱系统中应用。钢管混凝土结构柱施工程序如图。六饰(定施讨月管柱八开设扫卜心月管柱八卜部结矛匆尧灌僧汾、处理陇乃回流装里 钢管混凝土柱施工程序网络图钢梵段节的制作管材优先采用螺旋焊接钢管，也可用滚床自行卷管，卷管方向应与金属压延方向一致。根据板厚开始板端坡口，坡口端应与管轴垂直，尽可能采用自动焊接。管肢和各种腹杆焊成后都需进行构件调直。过长的管肢无法进行运输时，应在制作厂进行预组装，经检查合格后再拆开分段运输。部件组合拼装制成的钢管段节，经检验合格后严格按照规定的工艺要求程序在专用胎具上进行拼装组合，并注意下列事项:(1)管肢对接宜采用分段反向焊接工艺.严格保持焊后管肢的平直。焊接前对小口径钢管应采用点焊定位;对大口径钢管可用附加筋在管外作对口联焊。(2)重要受力管肢，应在管内接缝处加设附加垫圈，并与管内壁保持0.smm的膨胀间隙，以确保焊缝根部质量。(3)主肢钢管与附属焊件的间隙应按饭金展开图进行放样和切割。当节点处的焊接道数较多时，应选择合理的焊接顺序，以减少焊接内应力与变形。(4)钢管构件经检查合格后，应按设计要求进行防腐处理。结构件安装为了加快安装进度和减轻吊装重量，宜先将空管构件按承重骨架方式进行安装，然后再向管内填灌混凝土。事先应对钢管结构进行强度和稳定性验算。对于多层框架结构可采取分层施工、构件分层安装和分层灌筑混凝土的方法。为了减少柱肢的安装接头，尽可能采用长柱吊装法，即一次吊装的柱高范围可以有2~5层梁板，这样可构成空间框架，为各层主次梁安装及楼板施工提供工作面，以便于进行主体交叉作业。长柱擂入杯口后应立即校正、加固，填筑混凝土固定柱脚，并用缆绳加以固定，然后吊装机械方可脱钩，在杯口二次灌浆后拆除缆绳。第一层钢管柱和主、次梁内混凝土填筑完毕后，结构已有稳固的基层。第二节柱肢的安装。可依靠塔吊式起重机对中校直，完成第一道焊缝后脱钩，然后进行补焊。管内混凝土填筑空钢管安装成竖向构件后，混凝土采用竖向灌筑补充，由于抛落高度大，混凝土凭其自重无需振捣即能冲压密实。
