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A study on prediction method of quality change for fresh concrete under pressure of pumping

A study on prediction method of quality change for fresh concrete under pressure of pumping
泵送压力下新拌混凝土质量变化预测方法研究
批准号:
16560403
负责人:
KUMANO Tomoji
金额:
$1.98万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
2004
资助国家:
日本
项目状态:
已结题
起止时间:
2004 至 2005

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项目成果

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中文摘要
翻译
为了建立泵送压力下新拌混凝土质量变化的预测方法,有必要对其质量变化机理进行评价。1.受压流动性机理研究为了评价受压下流动性变化的机理,进行了水泥净浆和石灰粉净浆在统计压力下的时变试验。对于不是活性粉末的石灰粉,粘度保持稳定。普通硅酸盐水泥的粘度增大,颗粒尺寸增大。静压和动压下粘度预测方法的研究本研究假设水泥颗粒之间的相互作用通过水泥水化作用减弱,建立了静压下粘度的预测方法。3.预测模型在现场实际泵送中的应用研究为评价现场压力下粘度预测方法的应用,进行了现场研究。结果表明,泵送不改变混凝土配合比的单位含量,但缩短了混凝土在V型漏斗中的流动时间,降低了砂浆的粘度。所提出的模型可以预测混凝土生产时间和到达现场时间之间的粘度随时间的变化。但该模型可能不能正确预测泵送时的降粘效果。
英文摘要
In order to develop a prediction method of quality change for fresh concrete under pressure of pumping, it is necessary that the mechanism of quality change have been evaluated. In this study, three experimental series were carried out following ;1.A study on mechanism of flowability under pressureIn this study, in order to evaluating mechanism of flowability change under pressure, time-depending-change tests of cement paste and lime powder paste under statistic pressure were carried out. For lime powder, which is not active powder, viscosity kept steady. On the other hand, viscosity increased and grain size of particles grew for ordinary portland cement. It was considered that hydration was accelerated under pressure for cement paste.2.A study on prediction method of viscosity under static and dynamic pressureIn this study, a prediction method of viscosity under static pressure was established assuming that interaction between cement particles was decreased by hydration of cement. Under dynamic pressure on real site, it was considered that we might predict viscosity by evaluating pressure with mean value.3.A study on application of prediction model to real pumping on siteIn order to evaluating the application of prediction method of viscosity under pressure, a site research was carried out. It was appeared that unit contents of mix proportion were not change by pumping, but, flow time in V funnel was decreased for concrete and viscosity of mortar was decrease too. A presented model may predict time-dependent-change of viscosity between time of producing concrete and time of arriving to site. But this model may not predict correctly decreasing viscosity under pumping.
期刊论文(28)
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科研奖励(0)
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DOI: --
发表时间: 2006
期刊: 土木学会論文集 (印刷中)
影响因子: --
作者: [熊野知司, 矢村潔, 名倉健二]
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圧力が作用するセメントペーストの粘度の経時変化に関する一考察
施加压力时水泥浆体粘度随时间变化的研究
DOI: --
发表时间: 2005
期刊: 平成17年度土木学会関西支部年次学術講演会講演概要 V
影响因子: --
作者: [小平伸彦, 熊野知司, 矢村潔]
通讯作者: 矢村潔
DOI: --
发表时间: 2004
期刊: コンクリート工学年次論文報告集 Vol.26・No.1
影响因子: --
作者: [熊野知司, 矢村潔, 立山典宏, 名倉健二]
通讯作者: 名倉健二
DOI: --
发表时间: 2004
期刊: Proceeding of the Japan Concrete Institute (Japan Concrete Institute) Vol.26, No.1
影响因子: --
作者: [Tomoji Kumano, Kiyoshi Yamura, Norihiro Tateyama, Kenji Nakura]
通讯作者: Kenji Nakura
共 13 条
    A study on concrete practice design method depend on time-depending-change of property for fresh concrete
    • 批准号:
      14550470
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $1.79万
    • 财政年份:
      2002
    • 负责人:
      KUMANO Tomoji
    • 依托单位:
    海外基金