复合矿物材料对碱-硅酸反应的抑制效果

通过研究含有粉煤灰、沸石和矿渣的水泥胶砂试样因碱-硅酸反应所引起的膨胀和微观开裂特征表明：复合矿物材料（粉煤灰、沸石和矿渣）在低碱水泥和高活性集料中并不能完全消除水泥胶砂试样中的碱-硅酸反应，但减少了胶砂试样的膨胀率和膨胀破坏；且随着复合材料的增加，胶砂试样的膨胀率和膨胀破坏下降，微观结构得到改善。此外还研究了复合矿物材料对水泥胶砂流动性和强度的影响。     

膨胀剂对混凝土变形性能的影响

膨胀剂在我国被广泛地应用于补偿大体积混凝土收缩。不同品种的膨胀剂对混凝土的补偿收缩效果有所不同。氧化钙类和硫铝酸钙类(AF t)可补偿混凝土的早期收缩,但分别在28和60 d后仍会出现后期收缩现象。水泥品种、养护条件对膨胀剂的膨胀效果有不同的影响。掺氧化镁类膨胀剂的混凝土没有出现后期收缩现象,比较适合水工大体积混凝土。在做好基础混凝土温度控制的同时,选择适宜品种的膨胀剂,可有效地控制混凝土的变形,减少收缩开裂,提高混凝土的结构耐久性能和建筑物的质量。     

用液相电导法研究氧化镁的水化活性

为了了解MgO在大体积混凝土中的补偿效果,采用液相电导法研究了MgO的水化活性, 结果表明:氧化镁水化活性与煅烧温度、粒径大小和养护温度有关.煅烧温度升高,MgO的晶格畸变逐渐变小,电导率下降,活性减少;颗粒尺寸减少,MgO与水接触面积增大,电导率增长,反应活性加快;养护温度升高,电导率增加,反应活性大幅度增加.     

Cracking and Mechanical Properties of Airport Concrete Pavement with Fiber and Expansive Agent

Polypropylene fiber and expansive agent are used in airport concrete to improve its shrinkage cracking resistance and mechanical properties. The concrete specimens with amount content of polypropylene fiber or expansive agent or both of them are prepared. The morphology of specimens is observed by scanning electron microscope, the time when the first crack occurred is recorded through slap test, and the mechanical properties such as compressive strength and impact energies of concrete are measured. The results show that polypropylene fiber in concrete can reduce the shrinkage and delay the first crack, improve the impact resistance obviously, and improve the compressive strength slightly. Expansive agent can compensate the shrinkage and reduce cracks of concrete pavement markedly, and improve the mechanical properties of concrete pavement slightly. The study provides recommendations for cracking control of airport concrete pavement in the future.