Khelifi Walid, Bencedira Selma, Azab Marc, Riaz Malik Sarmad, Abdallah Mirvat, Abdel Baki Zaher, Krauklis Andrey E, Aouissi Hani Amir
Laboratory of Civil Engineering, Department of Civil Engineering, Faculty of Technology, UBMA, Annaba 23000, Algeria.
Laboratory of LGE, Department of Process Engineering, Faculty of Technology, UBMA, B. P12, Annaba 23000, Algeria.
Materials (Basel). 2022 May 17;15(10):3572. doi: 10.3390/ma15103572.
This paper addresses the issues in making wood-concrete composites more resilient to environmental conditions and to improve their compressive strength. Tests were carried out on cubic specimens of 10 × 10 × 10 cm composed of ordinary concrete with a 2% redwood- and hardwood-chip dosage. Superficial treatments of cement and lime were applied to the wood chips. All specimens were kept for 28 days in the open air and for 12 months in: the open air, drinking water, seawater, and an oven. Consequently, the compressive strength of ordinary concrete is approximately 37.1 MPa. After 365 days of exposure to the open air, drinking water, seawater, and the oven, a resistance loss of 35.84, 36.06, 42.85, and 52.30% were observed, respectively. In all environments investigated, the untreated wood composite concrete's resistance decreased significantly, while the cement/lime treatment of the wood enhanced them. However, only 15.5 MPa and 14.6 MPa were attained after the first 28 days in the cases of the redwood and the hardwood treated with lime. These findings indicate that the resistance of wood-concrete composites depends on the type of wood used. Treating wood chips with cement is a potential method for making these materials resistant in conservation situations determined by the cement's chemical composition. The current study has implications for researchers and practitioners for further understanding the impact of these eco-friendly concretes in the construction industry.
本文探讨了使木-混凝土复合材料更能抵御环境条件并提高其抗压强度的问题。对由普通混凝土制成、红木和硬木片用量为2%的10×10×10厘米立方体试件进行了测试。对木片进行了水泥和石灰的表面处理。所有试件在露天放置28天,并在露天、饮用水、海水和烘箱中放置12个月。因此,普通混凝土的抗压强度约为37.1兆帕。在暴露于露天、饮用水、海水和烘箱365天后,分别观察到抗压强度损失35.84%、36.06%、42.85%和52.30%。在所有调查的环境中,未经处理的木复合混凝土的抗压强度显著下降,而对木材进行水泥/石灰处理则增强了其抗压强度。然而,在用石灰处理的红木和硬木的情况下,在前28天后抗压强度仅达到15.5兆帕和14.6兆帕。这些发现表明,木-混凝土复合材料的抗压强度取决于所用木材的类型。用水泥处理木片是使这些材料在由水泥化学成分决定的保存环境中具有抗性的一种潜在方法。本研究对研究人员和从业人员进一步了解这些环保混凝土在建筑行业中的影响具有启示意义。