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PRACTICAL ASPECTS OF POSTTENSIONING TO CONTROL END-REGION 5 CRACKS IN PRETENSIONED GIRDERS

机译:后张紧用于控制张紧梁末端区域5裂纹的实用方面

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Web-splitting cracking during and immediately after prestress transfer is an ongoing problem in the end region of pretensioned concrete beams. Current practices offer a variety of methods for controlling end-region cracking. This paper addresses a developing method with potential for preventing end-region cracking using vertical end-region posttensioning. Specifically, practical aspects associated with end-region posttensioning using threaded rods are discussed. These aspects include: i) application and validation of posttensioning force, ii) details for posttensioning rods, and iii) the effects of posttensioning losses. An experimental case study is also discussed, in which vertical posttensioning was successfully applied to inverted-tee beams. Variables in the case study included the quantity of posttensioning rods and the level of posttensioning. Results indicate that end-region posttensioning can reduce and delay web-splitting cracking in inverted-tee beams.
机译:在预应力传递过程中以及紧接在预应力传递之后的腹板劈裂开裂是预应力混凝土梁末端区域中的一个持续存在的问题。当前的实践提供了用于控制端部区域开裂的多种方法。本文提出了一种开发方法,该方法具有使用垂直端部区域后张紧防止端部区域破裂的潜力。具体地,讨论了与使用螺纹杆的端部区域后张拉伸相关的实践方面。这些方面包括:i)后张拉力的应用和验证,ii)后张拉杆的细节,以及iii)后张拉损失的影响。还讨论了一个实验案例研究,其中垂直后张拉成功地应用于倒三通梁。案例研究中的变量包括后张杆的数量和后张水平。结果表明,末端区域后张拉可以减少并延迟倒三通梁中的腹板劈裂。

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