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首页> 外文期刊>Construction and Building Materials >Bond of self-compacting concrete incorporating silica fume: Top-bar effect, effects of rebar distance from casting point and of rebar-to-concrete relative displacements during setting
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Bond of self-compacting concrete incorporating silica fume: Top-bar effect, effects of rebar distance from casting point and of rebar-to-concrete relative displacements during setting

机译:掺有硅粉的自密实混凝土的粘结:顶杆效应,距浇铸点的钢筋距离以及凝固过程中钢筋与混凝土的相对位移的影响

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摘要

This study investigates the effect of different silica fume levels of cement replacement on the bond capacity of Self-Compacting Concrete (SCC). Specifically, the top-bar effect, the bond variation as a function of the rebar distance from the casting point and the effect of a rebar-to-concrete relative displacement during setting on bond are examined. Vertical and horizontal specimens with transverse rebars distributed over height (600 mm) and length (1780 mm), respectively, were cast and tested by pull-out. Six SCC mixtures with various replacement levels were investigated and compared to one reference SCC mixture (without silica fume) and three Normally Vibrated Concrete (NVC) mixtures of different workability classes. It was found that the top-bar effect of SCC mixtures incorporating silica fume is less intense than in NVC and it is almost eliminated for replacement levels between 8.9% and 10.6% (by weight). No bond loss is evident up to at least 1.60 m from the casting point. Finally, the effect of a rebar-to-concrete relative displacement during setting on bond is similar between SCC and NVC. Although higher initial setting times are observed in SCC, bond is not prone to reduction due to a rebar-to-concrete relative displacement during this period.
机译:本研究调查了不同硅粉水平的水泥替代物对自密实混凝土(SCC)粘结能力的影响。具体来说,研究了顶杆效应,作为距浇铸点的钢筋距离的函数的粘结变化以及粘结过程中钢筋与混凝土相对位移的影响。浇铸垂直和水平试样,其横向钢筋分别分布在高度(600毫米)和长度(1780毫米)上,并通过拉出进行测试。研究了六种具有不同替代水平的SCC混合物,并将其与一种参考SCC混合物(不含硅粉)和三种不同可使用性等级的普通振动混凝土(NVC)混合物进行了比较。已发现,掺入硅粉的SCC混合物的顶杠效应不及NVC强烈,并且取代量在8.9%至10.6%(按重量计)之间时,几乎消除了。在距浇铸点至少1.60 m处没有明显的粘结损失。最后,在粘结过程中钢筋与混凝土的相对位移对粘结的影响在SCC和NVC之间相似。尽管在SCC中观察到了更高的初始凝固时间,但在此期间,由于钢筋与混凝土的相对位移,粘结不易减少。

著录项

  • 来源
    《Construction and Building Materials》 |2014年第30期|378-390|共13页
  • 作者单位

    National Technical University of Athens, Greece, School of Civil Engineering, Laboratory of Reinforced Concrete 5, Iroon Polytechniou, 157 73 Zografou Campus, Greece;

    National Technical University of Athens, Greece, School of Civil Engineering, Laboratory of Reinforced Concrete 5, Iroon Polytechniou, 157 73 Zografou Campus, Greece;

    National Technical University of Athens, Greece, School of Civil Engineering, Laboratory of Reinforced Concrete 5, Iroon Polytechniou, 157 73 Zografou Campus, Greece;

  • 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

    Silica fume; Bond; Setting; Displacements;

    机译:硅粉;键;设置;排量;

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