剖析了各种钢筋混凝土裂缝模型的特点和适用范围。
The characteristics and suitable scope of the cracking models of reinforced concrete were dissected.
高层建筑钢筋混凝土裂缝是最常见的问题，对于整个建筑物都有潜在的安全隐患。
Cracks in reinforced concrete structure is the most common problem and it has a potential security risk for the entire building.
现浇钢筋混凝土裂缝是长期困扰建筑施工企业的一个难题，也是居民住宅质量投诉的常见问题。
Reinforced Concrete cracks are long plagued the construction enterprise of a problem as well as the quality of residential complaints frequently asked questions.
本文介绍了钢筋混凝土裂缝类型及产生原因，从材料因素、设计因素和外界因素三方面论述了预防裂缝的具体方法。
This paper introduces the reinforced concrete crack types and causes, from material factor, design factors and external factors three aspects discusses the specific methods of preventing the crack.
因此，探讨钢筋混凝土结构裂缝的产生原因和预防措施及其补救措施是很有必要的。
Therefore, to discuss the reinforced concrete structure crack reasons and preventive measures and remedial measures is very necessary.
根据试验数据提出了存在斜裂缝钢筋混凝土梁的抗剪强度折减系数的计算公式。
The formula of reduced shear strength coefficient of RC beams with inclined cracks is put forward to according to the test data.
说明有限元分析在某种程度上可以代替试验对钢筋混凝土梁裂缝宽度进行研究分析。
It shows that finite element analysis could replace experiments to study the crack width of reinforced concrete beams in a way.
结合工作实际，针对现浇钢筋混凝土结构裂缝的产生原因与防治方法进行了论述。
Combined with the actual work, the structure crack causes of cast-in-place reinforced concrete and prevention measures are discussed.
为了使作者研究的理论成果在实际工程中得到应用推广，还编制了大型钢筋混凝土水池池壁裂缝控制系统程序。
In order to put the researcher's academic conclusions into the using in practical projects, an application on crack resistance of huge reinforced concrete cylindrical tanks is programmed.
讨论了正常使用极限状态下，HRB400级钢筋混凝土梁的裂缝宽度和挠度能否满足规范限值要求。
Whether the HRB400 steel bars reinforced concrete beams can be met the limit of the maximum crack width and the limit of deflection is discussed.
全现浇钢筋混凝土楼屋面板的裂缝，是目前较难克服的质量通病之一。
Cracks in presently poured reinforced concrete plank are popular problem that is difficult to conquer.
本文主要研究了HRB400级钢筋混凝土构件的受弯的裂缝性能。
The crack behavior of concrete bending members with HRB400 steel is experimental studied in this paper.
本文运用系统仿真的原理结合可靠度理论分别研究了钢筋混凝土桥梁在整体腐蚀和局部腐蚀及裂缝扩展组合效应下使用寿命及其可靠性。
Service-lifetime and reliability is estimated considering two models of uniform corrosion with effect of cracks and local corrosion on the theoretic of system simulation and reliability.
分别研究了钢筋混凝土桥梁在整体腐蚀和局部腐蚀同裂缝扩展的组合效应下截面刚度与服役时间关系。
The paper studies the relation between the section rigidity and the service time of the RC bridge under the composite effect of the expansion of cracks and the whole or local corrosion.
本文针对实际工程中钢筋混凝土梁出现贯通垂直裂缝的原因进行了分析。
The reasons for creating vertical joint crack on the reinforced concrete beam used in practical projects are analysed in this paper.
在实践的基础上，提出了钢筋混凝土结构裂缝的治理方法，包括表面修补法和内部修补法。
Based on the practice, this paper advances some measures for treating the structural cracks on the reinforced concrete, including the surface patching method and the internal patching method.
对钢筋混凝土结构构件受力裂缝的成因进行分析，并对工程实例加以计算分析，提出相应的防治措施和加固处理方法。
The cause of stressed cracks in concrete construction is discussed, and some practical structure project is analyzed with some relevant strengthening methods introduced.
本文通过对钢筋混凝土预制柱裂缝产生的原因分析比较，提出一些措施。
This paper discussed the reasons of the reinforced concrete prefabricated column 'w. analysed and subsited some useful solving measures.
弯曲钢筋的最小直径处应避免弯曲裂缝，并避免在弯曲位置的钢筋混凝土破坏。
P The minimum diameter to which a bar is bent shall be such as to avoid bending cracks in the bar, and to avoid failure of the concrete inside the bend of the bar.
针对某钢筋混凝土箱肋拱桥出现的裂缝，应用一些常用的加固技术进行结构加固，并对其机理作分析探讨。
According to the cracks occurred in the rc box-rib arch Bridge, reinforced the structures with some general Reinforcing Techniques, analysed and researched the mechanism.
现浇钢筋混凝土楼板面易产生裂缝。
钢筋混凝土箱涵在施工过程中，易产生裂缝。
Cracks are easily occurred during constructthereinforced concrete box culvert.
对钢筋混凝土结构的裂缝控制实现超长设计的分析和设计对策，经过工程验证，达到了预期的效果。
The crack control methods of analysis and design in the super-length reinforced structure have been tested in the project, and reached the effect to be hoped.
通过理论分析提出了在超声波检测钢筋混凝土构件裂缝深度时判辨钢筋影响的方法。
Identification of the influence of reinforcing bar (REBAR) for ultrasonic detection of crack depth in concrete was studied through theoretical analysis.
在实际工程中，钢筋混凝土连续梁发生弯曲裂缝或剪切裂缝之后，支座反力将重新分配。
The support reaction will be reallocated after the appearance of bend and shear crack of a reinforced concrete continuous beam in the practice project.
通过对现浇钢筋混凝土板出现裂缝的原因分析，提出相应的预防和处理措施，供施工单位参考。
On the analysis of cause of crack in casting reinforcing steel bar and concrete board, countermeasures are put forward for reference.
分析了钢筋混凝土结构裂缝的产生原因，提出了裂缝控制的原则、措施及有害裂缝的处理方法。
This paper analyses the causes of common cracks of reinforced concrete Structure, and gives the crack controlling principle, measures, handling methods of the harmful cracks.
裂缝渗漏是引起钢筋混凝土破坏的原因之一，而非稳定性裂缝更因其不稳定性而难于处理。
The leakage from the crack is one of causes for reinforced concrete rupture, and the unstable crack is difficult to be treated for its unstability.
分析了混凝土结构的受力钢筋腐蚀机理，阐述了钢筋混凝土结构的裂缝控制理论，以及减小钢筋混凝土结构裂缝宽度的措施。
This paper analyses the mechanism of corrosion of steel bars, interprets the theory of concrete structure crack control and poses measures of narrowing the cracks.
分析了混凝土结构的受力钢筋腐蚀机理，阐述了钢筋混凝土结构的裂缝控制理论，以及减小钢筋混凝土结构裂缝宽度的措施。
This paper analyses the mechanism of corrosion of steel bars, interprets the theory of concrete structure crack control and poses measures of narrowing the cracks.
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