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Influence of the viscosity of self-compacting concrete and the presence of rebars on the formwork pressure while filling bottom-up

机译:自密实混凝土的粘度和钢筋的存在对自下而上填充时模板压力的影响

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Self-compacting concrete (SCC) enables new casting techniques, filling formworks by pumping bottom-up. However, fundamental questions remain concerning the formwork pressure when following this advanced filling procedure. A new series of formwork filling tests, with SCC being pumped from the base of the formwork, have been performed in 2012 at the Magnel Laboratory for Concrete Research of the Ghent University (MLCR). Numerical simulations of these formwork filling tests have also been carried out for validation with the experiments. For the filling process of eight casts in total, the influence of several filling parameters on the resulting formwork pressures were tested, like the casting speed, the presence of steel rebars (leading to a reduction of the flow section inside a formwork) and the rheology of the SCC. The formwork pressures were measured at three different positions on the formwork wall with accurate electronic pressure sensors. These measured formwork pressures were finally compared with the computed formwork pressures. Both the experiments and the simulations performed in this study showed a very good agreement and they revealed that the formwork pressures during the filling tests were higher than the hydrostatic pressure for SCC pumped from the base of the formworks. This was due to the additional occurring hydraulic losses. In our experiments, these additional flow losses represented 7% up to 16% of the total wall pressure for the performed filling tests with steel rebars, depending on the viscosity of the SCC and the casting speed. An analytical calculation model for the formwork pressure has been derived and validated, using the experimental measurements and the numerical simulations of the filling tests performed at the MLCR. Finally, the quality of the cast concrete, investigated through a visual inspection of a series of drilled concrete samples taken at several relevant locations of the casts, revealed to be excellent considering the high casting speeds. (C) 2015 Elsevier Ltd. All rights reserved.
机译:自密实混凝土(SCC)实现了新的浇铸技术,通过自下而上的抽水填充模板。但是,遵循此高级填充程序时,仍然存在有关模板压力的基本问题。 2012年,在根特大学Magnel混凝土研究实验室(MLCR)进行了一系列新的模板填充测试,从模板的底部抽出了SCC。这些模板填充测试的数值模拟也已通过实验进行验证。对于总共八个铸件的填充过程,测试了多个填充参数对所得模板压力的影响,例如铸造速度,钢筋的存在(导致模板内部的流动截面减小)和流变性。 SCC。用精确的电子压力传感器在模板壁上的三个不同位置测量模板压力。最后将这些测得的模板压力与计算出的模板压力进行比较。在这项研究中进行的实验和模拟都显示出非常好的一致性,并且他们揭示了填充测试期间的模板压力高于从模板底部泵送的SCC的静水压力。这是由于额外发生的水力损失。在我们的实验中,根据SCC的粘度和浇铸速度,这些额外的流量损失占使用钢筋进行填充测试时总壁压的7%到16%。使用实验测量和在MLCR上进行的填充测试的数值模拟,得出并验证了模板压力的分析计算模型。最后,通过目视检查在铸件的多个相关位置处采集的一系列钻孔混凝土样品,对铸混凝土的质量进行了调查,结果表明,考虑到高浇铸速度,铸铁混凝土的质量是极好的。 (C)2015 Elsevier Ltd.保留所有权利。

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