建材技术与应用
建材技術與應用
건재기술여응용
RESEARCH & APPLICATION OF BUILDING MATERIALS
2014年
6期
11-18
,共8页
施惠生%居正慧%郭晓潞%吴凯
施惠生%居正慧%郭曉潞%吳凱
시혜생%거정혜%곽효로%오개
界面过渡区%形成机制%抗压强度%抗折强度%弹性模量%断裂力学性能%传输性能
界麵過渡區%形成機製%抗壓彊度%抗摺彊度%彈性模量%斷裂力學性能%傳輸性能
계면과도구%형성궤제%항압강도%항절강도%탄성모량%단렬역학성능%전수성능
interfacial transition zone%formation mechanism%comPressive strength%flexural strength%elasticity modulus%fracture mechanics Performance%transPortation Performance
界面过渡区被认为是混凝土的薄弱环节,对混凝土的性能有较大的影响。针对界面过渡区结构和性能特点,综合国内外的研究成果,根据混凝土的成型和水化硬化过程,探讨了界面过渡区的形成机制。从混凝土的强度、弹性模量以及断裂力学性能等3个方面,综述了界面过渡区对混凝土力学性能的影响,并论述了其对混凝土传输性能的影响。通过加入辅助性胶凝材料改善界面过渡区的孔结构和分布,同时选取适宜的骨料、W/C等可以改善ITZ与基体之间的性能差异,减少ITZ对混凝土力学性能的不利影响。
界麵過渡區被認為是混凝土的薄弱環節,對混凝土的性能有較大的影響。針對界麵過渡區結構和性能特點,綜閤國內外的研究成果,根據混凝土的成型和水化硬化過程,探討瞭界麵過渡區的形成機製。從混凝土的彊度、彈性模量以及斷裂力學性能等3箇方麵,綜述瞭界麵過渡區對混凝土力學性能的影響,併論述瞭其對混凝土傳輸性能的影響。通過加入輔助性膠凝材料改善界麵過渡區的孔結構和分佈,同時選取適宜的骨料、W/C等可以改善ITZ與基體之間的性能差異,減少ITZ對混凝土力學性能的不利影響。
계면과도구피인위시혼응토적박약배절,대혼응토적성능유교대적영향。침대계면과도구결구화성능특점,종합국내외적연구성과,근거혼응토적성형화수화경화과정,탐토료계면과도구적형성궤제。종혼응토적강도、탄성모량이급단렬역학성능등3개방면,종술료계면과도구대혼응토역학성능적영향,병논술료기대혼응토전수성능적영향。통과가입보조성효응재료개선계면과도구적공결구화분포,동시선취괄의적골료、W/C등가이개선ITZ여기체지간적성능차이,감소ITZ대혼응토역학성능적불리영향。
The interfacial transition zone between cement Paste and aggregate which is considered to be the weakest zone in concrete has a significant influence on the mechanical ProPerty of concrete. According to the structure and Performance characteristics of the interfacial transition zone and based on research at home and abroad as well as the hydration and hardening Process of cement - based materials,this article briefly discusses the formation mechanism and reviews its influence on the mechanical ProPerties from the asPect of strength,elastic modulus and fracture mechanics ProPerties, and the transPortation Performance. Adding aPProPriate level of suPPlementary cementing materials, which could imProve Pore structure and distribution,and choosing aPProPriate aggregate tyPe and water cement ratio,could lower the Performance difference between the ITZ and the substrate ,thus reducing the adverse effect of ITZ on the mechanical and transPortation ProPerties of concrete.