多因素协同强化煤矸石粗骨料混凝土断裂性能试验研究

Experimental study on fracture performance of coal gangue coarse aggregate concrete reinforced by multi-factor synergy

  • 摘要: 煤矸石资源化利用符合我国绿色发展理念,但煤矸石骨料强度低、吸水率大等原因导致煤矸石混凝土的实际工程应用受到限制。为了研究不同骨料强化方法对煤矸石混凝土的损伤和断裂特性的影响,本文通过水泥浆包裹法(GC)、水玻璃浸泡法(SC)、水泥浆-碳化协同强化法(GT)和水泥浆-水玻璃协同强化法(GS)四种强化处理方法对煤矸石骨料进行强化处理。以碎石混凝土(NC)和无强化的煤矸石混凝土(MC)作为对照组,结合数字图像相关(DIC)技术,对强化后的煤矸石混凝土断裂性能进行了试验研究。结果表明:四种强化方式均可以延缓裂缝的产生与发展,提高煤矸石混凝土的抗断裂能力,其中协同强化效果最为明显,GS、GT组与MC组相比,试件的起裂韧度与失稳韧度分别提高了9.09%、13.64%和25.0%、36.21%;断裂能分别提高了12.63%、17.94%。GT组断裂性能提高幅度最大,与NC组相当。这为煤矸石混凝土的实际工程应用提供了理论依据。

     

    Abstract: The resource utilization of coal gangue is in line with the concept of green development in China, but the practical engineering application of coal gangue concrete is limited due to the low strength and high water absorption of coal gangue aggregate. In order to study the effects of different aggregate strengthening methods on the damage and fracture characteristics of coal gangue concrete, four strengthening treatment methods were used to strengthen coal gangue aggregates by four strengthening methods: cement slurry wrapping method (GC), water glass immersion method (SC), cement slurry-carbonization synergistic strengthening method (GT) and cement slurry-water glass synergistic strengthening method (GS). The fracture properties of the strengthened gangue concrete were studied by using crushed stone concrete (NC) and non-reinforced coal gangue concrete (MC) as the control group, combined with digital image correlation (DIC) technology. The results show that the four strengthening methods can delay the occurrence and development of cracks and improve the fracture resistance of gangue concrete, among which the synergistic strengthening effect is the most obvious, compared with the MC group, the cracking toughness of the specimen in the GS and GT groups are increased by 9.09% and 13.64%, and the instability toughness are increased by 25.0% and 36.21%. The fracture energies increase by 12.63% and 17.94%, respectively. The GT group has the largest improvement in fracture performance, which is comparable to that of the NC group. This provides a theoretical basis for the practical engineering application of coal gangue concrete.

     

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