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電石渣-煤基固廢混合膠凝體系制硅酸鈣板的試驗

Experiment on preparation of calcium silicate board based on a mixed gel system of carbide slag and coal-based solid waste

  • 摘要: 為減少制備硅酸鈣板對礦物原漿資源的損耗和提高對固體廢棄物的協同利用效果, 試驗以電石渣-煤基固廢膠凝體系為原料來研制高強度的純固廢硅酸鈣板, 并通過熱重-差示掃描量熱法、X射線衍射測試來分析硅酸鈣板中生成的主要礦物成分及不同配比對硅酸鈣板的強度變化關系.研究表明: 在水灰比為0.3的條件下, 使用電石渣完全替代水泥, 將粉煤灰和硅灰按1:1的質量比互摻調制所得的混合膠凝體系最終制得托貝莫來石型純固廢硅酸鈣樣板.在硅灰占原料的質量分數為0~10%范圍內, 樣板抗折強度隨硅灰添量增加而升高, 硅灰添量為10%時樣板達到最大抗折強度, 不同粒徑的原料顆粒相互填充, 板內晶體與水化膠凝體相互咬合, 最終使得樣板力學性能得到大幅提升; 樣板的抗折強度隨著NaOH添量的增加呈現先增后降的趨勢, NaOH添加質量分數為4%時樣板板面平滑, 強度達到最大值11.8 MPa, 該添量為NaOH的最佳添量, 通過掃描電鏡分析發現加入4% NaOH時對該膠凝體系的水化反應起到最佳激發作用, 且樣板料坯的微觀結構對其最終的力學性能有重要影響, 但不起決定性作用, 其中決定其最終強度的是板坯內水化膠凝體的數量、形態以及其相互間的聯結方式.

     

    Abstract: The purpose of this study was to reduce the loss of raw material calcium in the preparation of calcium silicate board and improve the synergistic utilization efficiency of solid waste. This test used a carbide slag-coal-based solid waste gelling system as the raw material to develop high-strength pure solid waste calcium silicate board. The main mineral components produced in the calcium silicate board and the variation in calcium silicate board strength with different proportioning were analyzed using thermogravimetry-differential scanning calorimetry (TG-DSC) and X-ray diffraction (XRD) test. The results show that the use of carbide slag completely substitutes cement. Fly ash and silica fume were mixed in mass ratio of 1:1 to prepare a mixed gelling system. Finally, the tobago mullite pure solid-waste calcium silicate template could be made with a water-cement ratio of 0.3. When silica fume was added in the mass percent of 0-10%, the bending strength of the template strengthened. Flexural strength of the calcium silicate board reached maximum when the amount of silica fume was 10%. Here, raw material particles composed of various dimensions were fully mixed. Also, crystals and hydrated gels closely interacted. Thus, the mechanical properties of the calcium silicate board significantly improved. The bending strength of the calcium silicate board tends to increase first, and then decrease with increasing NaOH dosage. The surface of the calcium silicate board was smooth when the mass percent of NaOH was 4% and mechanical strength reached a maximum of 11.8 MPa. This proved to be the optimum amount of added NaOH. The hydration reaction of the gelling system can achieve the best stimulating effect when 4% NaOH is added using scanning electron microscopy analysis. Moreover, the microstructure of material billets has an important impact on the final mechanical properties. However, the mechanical strength of the pre-cured calcium silicate board is not decisive of the final mechanical properties. The internal hydration gel number, shape, and connection are linked to each other inside the calcium silicate board; this is the key factor in determining the final mechanical properties of the calcium silicate board.

     

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