Development of engineered cementitious composites containing iron ore tailing powders
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摘要: 探索采用鐵尾礦粉取代粉煤灰作為礦物摻合料制備高延性纖維增強水泥基復合材料(ECC)的可行性,重點研究鐵尾礦粉摻量對ECC的拉伸特性和抗壓強度的影響,并比較所研發的新型鐵尾礦粉ECC與傳統粉煤灰ECC的宏觀力學性能.研究發現,采用鐵尾礦粉作為礦物摻合料制備高延性纖維增強水泥基復合材料是可行的.在同等礦物摻合料摻量下,鐵尾礦粉ECC的強度性能低于粉煤灰ECC,但表現出更強的拉伸延性.在所研制的鐵尾礦粉ECC中,當鐵尾礦粉與水泥質量比為1.2-2.2時,ECC的28 d抗壓強度為36.7-54.2 MPa,滿足一般混凝土結構對抗壓強度的要求.此時,ECC的28 d極限拉伸應變為3.4%-4.3%,鐵尾礦的總用量占固體基體原材料總質量的66.6%-77.0%.Abstract: The substitution of iron ore tailing powders(IP) for fly ash as mineral admixtures was studied in the development of engineered cementitious composites(ECC). The focus was placed on the effect of IP content on the tensile properties and compressive strength of ECC. The mechanical properties of ECC with IP were also compared with those of traditional ECC with fly ash. Experimental results show that it is feasible to use IP as mineral admixtures to produce high-ductile ECC. ECC with IP exhibits a lower strength performance but a higher ductility under tensile load than ECC with fly ash at the same addition of mineral admixtures. ECC with an IP/cement mass ratio of 1. 2-2. 2 shows a 28-d compressive strength of 36. 7-54. 2 MPa,which meets the compressive strength requirement of normal concrete structures,and a 28-d tensile ductility of 3. 4%-4. 3%. The amount of iron ore tailings in those mixtures accounts for 66. 6%-77. 0% of the total solid matrix ingredients of ECC.
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Key words:
- fiber reinforced composites /
- iron ores /
- ore tailings /
- cement /
- tensile ductility /
- compressive strength
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