Change in flowability of self-compacting concrete due to pumping
泵送引起的自密实混凝土流动性的变化
基本信息
- 批准号:18360210
- 负责人:
- 金额:$ 5.16万
- 依托单位:
- 依托单位国家:日本
- 项目类别:Grant-in-Aid for Scientific Research (B)
- 财政年份:2006
- 资助国家:日本
- 起止时间:2006 至 2007
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
The mechanism for the reduction in the flowability of fresh mortar of self-compacting concrete was clarified. The main cause for the reduction in the flowability due to pumping was shear stress generated in the mortar rather than the compressive stress. Shear stress dispersed the coagulated particles of cement and that resulted in higher amount of free water and less amount of supeiplasticizer adsorbed to the unit surface area of the particles of cement. That led to lower viscosity and deformability ofthe fresh mortar. The degree ofthe reduction in the viscosity and defonnability ofthe mortar was affected by the water to cement ratio and the initial mixing energy.
阐明了自密实混凝土新拌砂浆流动性降低的机理。泵送导致流动性降低的主要原因是砂浆中产生的剪切应力,而不是压缩应力。剪切应力分散了凝结的水泥颗粒,使单位表面积上的游离水含量增加,超塑化剂吸附量减少。这导致了新拌砂浆的粘度和变形性降低。水灰比和初拌能对砂浆的粘度和变形的降低程度有影响。
项目成果
期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Influence of viscosity agent on generation of bleeding from freshmortar using superpplasticizer (in Japanese)
增粘剂对使用高效减水剂的新鲜砂浆泌水产生的影响(日文)
- DOI:
- 发表时间:2008
- 期刊:
- 影响因子:0
- 作者:Kita;R
- 通讯作者:R
Self-compactability of fresh concrete in terms of dispersion and coagulation of particles of cement subject to pumping
新拌混凝土在泵送水泥颗粒的分散和凝结方面的自密实性
- DOI:
- 发表时间:2008
- 期刊:
- 影响因子:0
- 作者:Ouchi;M.;Sakue;J.
- 通讯作者:J.
Change in the flowability of self-compacting mortar due to external force in terms of water to cement ratio and mixing method (in Japanese)
自密实砂浆的流动性因水灰比和搅拌方法的外力变化(日文)
- DOI:
- 发表时间:2008
- 期刊:
- 影响因子:0
- 作者:Nakayama;T
- 通讯作者:T
水セメント比と練り混ぜ方法が外力による自己充填モルタルの流動性変化に及ぼす影響
水灰比及搅拌方式对外力作用对自填充砂浆流动度变化的影响
- DOI:
- 发表时间:2008
- 期刊:
- 影响因子:0
- 作者:中山知大;大内雅博
- 通讯作者:大内雅博
Influence of viscosity agent on generation of bleeding from fresh mortarusing superpplasticizer
增稠剂对新鲜砂浆使用高效减水剂泌水产生的影响
- DOI:
- 发表时间:2008
- 期刊:
- 影响因子:0
- 作者:Kita;R.
- 通讯作者:R.
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