Preparation method and application of PD composite mineral admixture containing silica fume
A composite admixture and composite mineral technology, which is applied in the preparation and application of PD composite mineral admixture containing microsilica, and achieves the effects of good popularization and application value, beneficial to industrial production, and comprehensive utilization of resources.
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Embodiment 1
[0027] The test material of the PD composite mineral admixture of the present invention, the pozzolan raw material selects the pumice produced in Baoshan, Yunnan, the raw material of the stone powder selects the dolomite sand produced in Baoshan, Yunnan, and the microsilica selects the encrypted silicon powder and gypsum of Zhenyuan Silicon Industry Co., Ltd. in Baoshan, Yunnan. Dihydrate gypsum produced in Yongping, Yunnan was selected. The chemical compositions of the various materials are listed in Table 3.
[0028] Table 3 The chemical composition of each component material used in the test
[0029] material name
Embodiment 2
[0031] The four raw materials in Example 1 were used to prepare 8 groups of test admixtures, namely LA1, LA2...LA8, and LA6 and LA8 were selected to be mixed with gypsum, and the amount of silicon powder was reduced at the same time. The preparation of the admixture is shown in Table 4. Take the 8 groups of test admixtures in Table 4 respectively, and refer to the detection method specified in JG / T 315 "Natural Pozzolan Materials Used in Mortar and Concrete" to test the relevant parameters and test the admixture The test results of the physical properties of the materials are shown in Table 5.
[0032] Table 4 Preparation of test admixtures
[0033] Admixture Code
Volcanic ash / %
Stone powder / %
Silica fume / %
Gypsum / %
Remark
LA1
100
0
0
0
single mixed
LA2
85
0
15
0
double doping
LA3
0
100
0
0
single mixed
LA4
0
85
15
0 ...
Embodiment 3
[0043] Five kinds of admixtures LA1, LA2, LA4, LA7, and LA8 in this test plan were used to prepare ready-mixed commercial concrete C30. The trial strength was 38.5MPa and the slump was 180. The cement was selected from Kunming Iron and Steel Jiahua Xilin brand P.O42 .5, the Nai system retarding high-efficiency superplasticizer, the mix ratio is shown in Table 6, and the concrete physical performance test results are shown in Table 7.
[0044] Table 6 C30 mix ratio of pumped concrete (unit: kg)
[0045]
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