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Experimental study on bond and anchorage of steel bars in precast concrete structures with new-to-old concrete interface

机译:新型混凝土界面预制混凝土结构中钢筋粘接与锚固试验研究

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摘要

In monolithic precast concrete structures, the connection between precast components with extended reinforcing bars usually encounters problems regarding conflicts in reinforcement placement. In particular, the problem of reinforcement conflicts is more prominent for precast slabs in China. In order to solve reinforcement conflicts encountered during practical construction, a novel connecting approach for precast members is proposed. This new approach involves setting notches at the end of precast components and anchoring reinforcing bars at the specially designed notches. This new approach ensures that the structural performance of the joints for precast members is similar to that of cast-in-place structures while minimizing the protrusion of reinforcement at the end of the member. In order to investigate the force transfer mechanism of the proposed method and its applicability to precast slabs, a total of 54 specimens with and without notches are designed and tested using pull-out experiments. Based on the experimental analysis, it is found that the existence of the new-to-old concrete interface changes the anchorage strength of steel bars in the notches. The effect of new-to-old concrete interface on the bond strength of steel bars and the desirable anchorage length of steel bars at the concrete interface are analyzed. The influences of steel bar diameter, anchorage length, concrete strength and reinforcement ratio of the concrete cover on the structural performance are discussed and compared in depth. Through the experimental results, the main factors affecting the bond strength of steel bar anchorage in the notched connection are identified. The physical mechanism of force transfer of the proposed method is developed and described. Preliminary calculation and design methods are presented to guide the practical application of the proposed method and to further facilitate the construction process of the precast structures.
机译:在单片预制混凝土结构中,具有延长加强条的预制部件之间的连接通常遇到有关加强局部冲突的问题。特别是,对中国预制平板的强化冲突问题更为突出。为了解决在实际建设期间遇到的强化冲突,提出了一种新的预制成员连接方法。这种新方法涉及在预制部件结束时设置凹口,并在专门设计的凹口处锚固钢筋。这种新方法确保预制构件的接头的结构性能类似于输浇筑物的结构的结构,同时最小化构件末端的加强突起。为了研究所提出的方法的力转移机制及其对预制板的适用性,使用拉出实验设计和测试了总共54个具有和没有缺口的试样。基于实验分析,发现新致旧的混凝土界面的存在改变了槽中钢筋的锚固强度。分析了新对混凝土界面对钢筋粘接强度的影响及混凝土界面处的钢筋理想的锚固长度。讨论了钢筋直径,锚固长度,混凝土强度和加固比在结构性能上的影响,并深入比较。通过实验结果,鉴定了影响钢筋锚固件在缺口连接中的粘合强度的主要因素。开发和描述了该方法的力转移的物理机制。提出了初步计算和设计方法以指导所提出的方法的实际应用,进一步促进预制结构的施工过程。

著录项

  • 来源
    《Engineering Structures》 |2021年第15期|113086.1-113086.16|共16页
  • 作者单位

    Tsinghua Univ Dept Civil Engn Key Lab Civil Engn Safety & Durabil China Educ Minist Beijing 100084 Peoples R China;

    Tsinghua Univ Dept Civil Engn Key Lab Civil Engn Safety & Durabil China Educ Minist Beijing 100084 Peoples R China;

    Tsinghua Univ Dept Civil Engn Key Lab Civil Engn Safety & Durabil China Educ Minist Beijing 100084 Peoples R China;

    Tsinghua Univ Dept Civil Engn Key Lab Civil Engn Safety & Durabil China Educ Minist Beijing 100084 Peoples R China|Tsinghua Univ Beijing Engn Res Ctr Steel & Concrete Composite S Beijing 100084 Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Precast structure; Reinforcement conflicts; Anchorage of steel bar; New-to-old concrete interface; Bond performance; Pull-out test;

    机译:预制结构;强化冲突;钢筋的锚地;新的混凝土界面;债券性能;拉出测试;

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