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本文报道了生物废物灰化后灰分的性质及其水泥固化配方的研究结果，给出了以大同５２５￣＃普通硅酸盐水泥为固化基材的固化工艺相图、最佳固化配方以及灰分水泥固化体性能的测试结果。实验结果表明，灰分水泥固化的最佳配方为：水泥，３５％（ｗｔ）土５％（ｗｔ）；水，２９％（ｗｔ）土２％（ｗｔ）；灰分，３６％（ｗｔ）土６％（ｗｔ）。所得水泥固化体密实均匀，容重为１．７８ｇ／ｃｍ￣３，抗压强度不小于７．７ＭＰａ；￣（１３４）Ｃｓ和￣（８５）Ｓｒ第４２天的浸出率分别为２．５×１０￣（－４）和９．０×１０￣（－４）ｃｍ／ｄ。固化体的性能除抗冲击性外，其他都能满足国家有关规定的要求。灰分固化后的减容系数为１．６。
This paper reports the ash ash after bio-waste ash properties and the results of the cement curing formula, gives the Datong 525 ~ # ordinary portland cement as the solidification substrate curing process, the best curing formula and ash cement Cured body performance test results. The results show that the best formula of ash cement is as follows: cement, 35% (wt) 5% wt water; 29% wt 2% % (Wt). The obtained cement solidified body is dense and uniform, the bulk density is 1.78g / cm3, and the compressive strength is not less than 7.7MPa; the leaching rates of (134) Cs and (85) Sr on the 42nd day are respectively 2.510 ¯ (-4) and 9.0 × 10 ~ (-4) cm / d. In addition to the impact of the performance of cured body, the other can meet the requirements of the relevant state regulations. The volume reduction factor after ash curing is 1.6.