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Study on Properties and Mechanism of Liquid Alkali Free Set Accelerating Admixture for Sprayed Concrete

机译:液态混凝土游离碱促进掺合料的性能与机理研究。

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A high-performance liquid alkali-free setting accelerator (HSL) in sprayed concrete was prepared by dimethyl sulfoxide modified sepiolite and aluminum hydroxide as the main raw materials. The sprayed concrete rebound have been investigated by concrete penetration resistance tester. Its set accelerating mechanism is studied by pore structure analysis,XRD characterization methods. The pore structure analysis shows that the total porosity and pores larger than 3.94 in. [100 mm] of cement pastes mixed with HSL are slightly reduced after 28 days hydration and the hydration of C_3A was accelerated by the polyamine complexation of accelerator, resulting in forming a large number of acicular ettringite and reducing the amount of Ca(OH)_2 crystal, which will not affect the later hydration of cement,to improve the final compressive strength. The 1day compressive strength of the concrete mixed with HSL reaches 22.3 MPa (3234 psi), the 28 days compressive strength ratio increasing by 118.5%.
机译:以二甲亚砜改性海泡石和氢氧化铝为主要原料,制备了一种高性能的喷涂混凝土液体无碱固化促进剂。喷涂的混凝土回弹已通过混凝土抗渗透性测试仪进行了研究。通过孔结构分析,XRD表征方法研究了其加速凝固机理。孔隙结构分析表明,水合28天后,与HSL混合的水泥浆的总孔隙率和大于3.94英寸[100 mm]的孔略有减少,促进剂的多胺络合促进了C_3A的水合,从而形成了大量的针状钙矾石和减少Ca(OH)_2晶体的数量,这不会影响水泥的后期水化,以提高最终的抗压强度。掺入HSL的混凝土的1天抗压强度达到22.3 MPa(3234 psi),28天抗压强度比提高了118.5%。

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