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1)  Ultra high strength and high flowing concrete
超高强高流态混凝土
2)  flowable high strength concrete
流态高强混凝土
1.
Also, being one of the main component, KSF is admixed in the flowable high strength concrete.
研究了以优质粉煤灰为基材的KSF活性矿物掺和材料,并以此作为主要组分,配制了坍落度为180 m m 以上,56 d 平均抗压强度可达100 MPa 左右的流态高强混凝土,通过实验证实了该混凝土具有优异的物理力学性能和耐久性能。
3)  high fluidity and super high-strength concrete
大流动性超高强混凝土
1.
Mix ratio optimization on high fluidity and super high-strength concrete;
大流动性超高强混凝土的配制优化
4)  superplasticized high-strength expansive concrete
高强流态膨胀混凝土
1.
The results show that the expansion of superplasticized high-strength expansive concrete has its characteristics: autogenous shrinkage occurs in 1 d standard curing, and expansion .
研究表明高强流态膨胀混凝土的膨胀行为有其特殊性:在不加磨细矿渣(blastfurnaceslag,BFS)时,水养1d出现自收缩,整个硬化过程膨胀受到抑制,原因在于高强流态膨胀混凝土较高的强度,特别是较高的早期强度限制了膨胀的发挥,在混凝土内部存在"自约束效应"。
5)  super high strength concrete
超高强混凝土
1.
Experimental research on uniaxial stress-strain relationship of super high strength concrete;
超高强混凝土单轴受压应力-应变关系的试验研究
2.
With the development of building technology,the super high strength concrete with the strength degree over 100 MPa already was developed successfully and applied in field.
随着建筑技术的发展,强度等级超过100 M Pa的超高强混凝土已经研制成功并在工程中应用。
3.
Mixing tecnology on super high strength concrete was analyzed by gray system theroy as well as the correlation factors.
应用灰色系统理论,分析计算了在配制超高强混凝土的过程中,各主要材料用量对强度和流动性的灰关联度,总结了影响超高强混凝土配制的主要因素,并对诸多因素进行了排序。
6)  super high-strength concrete
超高强混凝土
1.
Testing research on the influence factors of fluidity and strength of higher super high-strength concrete;
超高强混凝土的强度和流动性的影响因素研究
2.
Based on axial compression test of 40 super high-strength concrete filled in circular steel tube,super high-strength concrete with circular steel tube as a composite material was studied.
在40根圆钢管超高强混凝土短柱轴压试验研究的基础上,将钢管超高强混凝土视为一新型组合材料,建立其应力-应变关系曲线的理论特征参数(极限强度、平台强度以及峰值应变)计算方法。
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