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抗裂能力的英文

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"抗裂能力"怎么读用"抗裂能力"造句

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  • crack resistance

例句与用法

  • It can be used to improve the concrete cracking resistance and seepage resistance
    具有改善混凝土抗裂能力、抗冲击抗磨耗能力等作用。
  • Improving ability of hpc can assume its permeability of chloride ion fully
    因此,只有提高高性能混凝土抗裂能力才能充分发挥其高抗氯离子渗透性能的特性。
  • In order to prevent the crack of concrete , many mass concrete take creep as an important index of crack resistance
    摘要为了防治混凝土发生裂缝,许多大体积混凝土在设计中提出抗裂要求,徐变是混凝土抗裂能力的重要指标。
  • - a new load equipment is invented in the model test ; 2 . the model test results indicate : slsfrcp has a better ability to control crack ; slsfsrcp has a better ability to avoid crack
    模型试验表明,钢衬钢筋钢纤维混凝上压力管道限裂能力明显增强:钢衬钢筋钢纤维自应力混凝土压力管道则有优良的抗裂能力
  • The research indicates that the subassemblage and prestressed frame joint has good seismic performances and anti - crack behaviors , providing theoretical support and test data for the spreading and appling the subassemblage and prestressed concrete frames in our country
    本文研究表明,预压装配式框架节点具有良好抗震性能和抗裂能力,为预压装配式预应力混凝土结构在我国的推广应用提供理论依据和试验资料。
  • In this paper , referring to qingju water power station , temperature control analysis and study has been done : study on the match ratio of the concrete and question of modifying of the special fine sand concrete to improve resisting ability of splitting of concrete ; study on the technology of the highly mixed fly ash to reduce the adiabatic temperature rise of concrete ; in case of the condition of resisting splitting to allow , study on the temperature control measure to strengthen and water the size of building , simplify the operational procedure , accelerate the construction speed , economize the expenses of the project
    温控问题成为青居水电站设计和施工的关键技术问题。 、本文对水工大体积混凝土温控问题进行了分析和总结,结合青居水电站闸坝工程,开展温度应力及温度控制研究:研究混凝土的配合比及特细砂混凝土‘改性问题,提高混凝土的抗裂能力;研究高掺粉煤灰技术,降低混凝土的绝热温升:在抗裂条件允许的情况下,研究施工过程中温控措施的简化,以加大浇筑尺寸,简化施工程序,加快施工进度,节约工程费用。
  • This text , we mainly do experiments on the base of the truth that expansive agent control splitting . first , fixing on the dosage of expansive agent , then we mix the polymer or polypropylene fiber re into expansive agent in order to improve the anti - cracking performance and the anti - infiltrate of concrete . through the comparison and analysis of result that are tested , we choose a kind of relatively excellent anti - crack material proportion ? gt anti - crack material
    为了更好地解决混凝土开裂,提高混凝土的抗裂能力,本课题以混凝土膨胀剂补偿收缩抗裂的原理为基础,选定csa膨胀剂掺量情况下,再掺加聚丙烯纤维和聚合物a ,通过复合掺加抗裂组分来达到增强混凝土的抗裂性能,提高抗渗性能,并通过比较和分析,选择了综合性能较优的复合掺加抗裂组分的配比方案? gt新型抗裂剂。
  • Through flat experiment and circle experiment , we research the causes of cracks before hardening of concrete and after . through ingredient experiment , we research the influence of shrinkage from some ingredient ( coal ash , crushed stones and fiber ) . in addition , we test some methods of construction to strengthen the anti - crack capacity of r . c . slab in building sites
    通过平板试验和圆环试验,研究了混凝土在终凝前和终凝后裂缝的各种影响因素;通过掺合料试验,研究混凝土的一些掺合料(粉煤灰、碎石和纤维)对其收缩变形的影响;另外,还在施工工地进行一些增强楼板抗裂能力的构造措施试验。
  • The main contents are as follows . by the experiments of two joints under low - reversed cyclic loading , the paper analyzes the failure pattern , energy dissipation , ductility and cracking in the joint cores , evaluates the seismic performances and anti - crack behaviors of the joints , and deduces the anti - crack formula of the subassemblage and prestressed frame joint . through the fini te element analysis software ansys , the paper analyzes the specimens nonlinearly , and the theoretical analysis results are well consistent with those of the experiment
    主要内容包括:通过两榀节点在低周反复荷载作用下的试验,分析其破坏形态、耗能能力、延性性能和节点核芯区裂缝开展情况,评估节点的抗震性能和抗裂能力,推导出预压装配式框架节点的抗裂验算公式;并运用ansys对试验中的节点进行了非线性分析,计算结果与试验结果基本吻合。
  • The stress - strain curve of new - old concrete and hprrc , are suggested to be modeled by two sections : the ascending section of the stress - strain curve is simulated by cubic parabola equation and the descending section is simulated by rational fraction , where the theoretical value is in good agreement with the test value . the research results also provide a theoretical basis of earlier stage for improving crack resistance of new - old concrete interface
    新一老硅及hprrc应力一应变全曲线建议采用两段式拟合:上升段采用三次抛物线方程模拟,下降段采用有理分式模拟,理论值与试验结果吻合较好。该研究成果为新老混凝土结合面抗裂能力的提高提供了前期的理论基础。
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