Chinese Journal of Applied Chemistry ›› 2024, Vol. 41 ›› Issue (8): 1131-1145.DOI: 10.19894/j.issn.1000-0518.230217
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Hai-Xiang XU1,2,3, Ju-Pei XIA2()
Received:
2023-07-30
Accepted:
2024-06-17
Published:
2024-08-01
Online:
2024-08-27
Contact:
Ju-Pei XIA
About author:
xjp6661@163.comCLC Number:
Hai-Xiang XU, Ju-Pei XIA. Preparation of High Strength Waterproof Gypsum by Modified Polyvinyl Alcohol and Portland Cement[J]. Chinese Journal of Applied Chemistry, 2024, 41(8): 1131-1145.
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URL: http://yyhx.ciac.jl.cn/EN/10.19894/j.issn.1000-0518.230217
Entry | m(liquid alkali activated PMHS)∶m(PVA) | m(NBDL)/g |
---|---|---|
1 | 1∶2 | 2.4 |
2 | 1∶1.5 | 2.4 |
3 | 1∶1 | 2.4 |
4 | 1.5∶1 | 2.4 |
5 | 2∶1 | 2.4 |
Table 1 Experimental design of PMHS and PVA modified by liquid alkali to prepare waterproof agent
Entry | m(liquid alkali activated PMHS)∶m(PVA) | m(NBDL)/g |
---|---|---|
1 | 1∶2 | 2.4 |
2 | 1∶1.5 | 2.4 |
3 | 1∶1 | 2.4 |
4 | 1.5∶1 | 2.4 |
5 | 2∶1 | 2.4 |
Entry | m(desulfurized gypsum)/g | m(waterproofing agent)/g | m(deionized water)/g |
---|---|---|---|
1 | 1 000 | 0 | 600 |
2 | 1 000 | 10 | 600 |
3 | 1 000 | 20 | 600 |
4 | 1 000 | 40 | 600 |
5 | 1 000 | 60 | 600 |
6 | 1 000 | 80 | 600 |
7 | 1 000 | 100 | 600 |
8 | 1 000 | 120 | 600 |
9 | 1 000 | 150 | 600 |
Table 2 Experimental design of desulfurized gypsum mixed with waterproofing agent to make waterproof gypsum
Entry | m(desulfurized gypsum)/g | m(waterproofing agent)/g | m(deionized water)/g |
---|---|---|---|
1 | 1 000 | 0 | 600 |
2 | 1 000 | 10 | 600 |
3 | 1 000 | 20 | 600 |
4 | 1 000 | 40 | 600 |
5 | 1 000 | 60 | 600 |
6 | 1 000 | 80 | 600 |
7 | 1 000 | 100 | 600 |
8 | 1 000 | 120 | 600 |
9 | 1 000 | 150 | 600 |
Entry | m(desulfurized gypsum)/g | m(deionized water)/g | m(modified waterproofing agent)/g | m(portland cement)/g |
---|---|---|---|---|
1 | 1 000 | 600 | 100 | 100 |
2 | 1 000 | 600 | 100 | 150 |
3 | 1 000 | 600 | 100 | 200 |
4 | 1 000 | 600 | 120 | 100 |
5 | 1 000 | 600 | 120 | 150 |
6 | 1 000 | 600 | 120 | 200 |
7 | 1 000 | 600 | 140 | 100 |
8 | 1 000 | 600 | 140 | 150 |
9 | 1 000 | 600 | 140 | 200 |
Table 3 Experimental design of preparation of high strength waterproof gypsum with compound waterproofing agent
Entry | m(desulfurized gypsum)/g | m(deionized water)/g | m(modified waterproofing agent)/g | m(portland cement)/g |
---|---|---|---|---|
1 | 1 000 | 600 | 100 | 100 |
2 | 1 000 | 600 | 100 | 150 |
3 | 1 000 | 600 | 100 | 200 |
4 | 1 000 | 600 | 120 | 100 |
5 | 1 000 | 600 | 120 | 150 |
6 | 1 000 | 600 | 120 | 200 |
7 | 1 000 | 600 | 140 | 100 |
8 | 1 000 | 600 | 140 | 150 |
9 | 1 000 | 600 | 140 | 200 |
Entry | m(desulfurized gypsum)/g | m(deionized water)/g | m(mixed waterproofing agent)/g | m(portland cement)/g |
---|---|---|---|---|
1 | 1 000 | 600 | 100 | 100 |
2 | 1 000 | 600 | 100 | 150 |
3 | 1 000 | 600 | 100 | 200 |
4 | 1 000 | 600 | 120 | 100 |
5 | 1 000 | 600 | 120 | 150 |
6 | 1 000 | 600 | 120 | 200 |
7 | 1 000 | 600 | 140 | 100 |
8 | 1 000 | 600 | 140 | 150 |
9 | 1 000 | 600 | 140 | 200 |
Table 4 Experimental design of preparation of high strength waterproof gypsum by modified waterproofing agent and portland cement
Entry | m(desulfurized gypsum)/g | m(deionized water)/g | m(mixed waterproofing agent)/g | m(portland cement)/g |
---|---|---|---|---|
1 | 1 000 | 600 | 100 | 100 |
2 | 1 000 | 600 | 100 | 150 |
3 | 1 000 | 600 | 100 | 200 |
4 | 1 000 | 600 | 120 | 100 |
5 | 1 000 | 600 | 120 | 150 |
6 | 1 000 | 600 | 120 | 200 |
7 | 1 000 | 600 | 140 | 100 |
8 | 1 000 | 600 | 140 | 150 |
9 | 1 000 | 600 | 140 | 200 |
Entry | m(modified waterproofing agent)/g | m(portland cement)/g | Surface water absorption/% | Absolute dry compressive strength/MPa | Soak 2 h compressive strength/MPa | Softening coefficient/% |
---|---|---|---|---|---|---|
1 | 100 | 100 | 15.63 | 18.87 | 12.35 | 65.45 |
2 | 100 | 150 | 14.24 | 19.32 | 12.67 | 65.58 |
3 | 100 | 200 | 14.22 | 19.65 | 12.93 | 65.80 |
4 | 120 | 100 | 11.58 | 21.17 | 14.03 | 66.27 |
5 | 120 | 150 | 9.35 | 22.54 | 15.23 | 67.57 |
6 | 120 | 200 | 10.03 | 22.39 | 14.67 | 65.52 |
7 | 140 | 100 | 13.58 | 20.98 | 13.88 | 66.16 |
8 | 140 | 150 | 12.85 | 21.07 | 14.01 | 66.49 |
9 | 140 | 200 | 12.91 | 21.16 | 13.74 | 63.94 |
Table 5 Analysis of the results of orthogonal experiment of modified waterproofing agent
Entry | m(modified waterproofing agent)/g | m(portland cement)/g | Surface water absorption/% | Absolute dry compressive strength/MPa | Soak 2 h compressive strength/MPa | Softening coefficient/% |
---|---|---|---|---|---|---|
1 | 100 | 100 | 15.63 | 18.87 | 12.35 | 65.45 |
2 | 100 | 150 | 14.24 | 19.32 | 12.67 | 65.58 |
3 | 100 | 200 | 14.22 | 19.65 | 12.93 | 65.80 |
4 | 120 | 100 | 11.58 | 21.17 | 14.03 | 66.27 |
5 | 120 | 150 | 9.35 | 22.54 | 15.23 | 67.57 |
6 | 120 | 200 | 10.03 | 22.39 | 14.67 | 65.52 |
7 | 140 | 100 | 13.58 | 20.98 | 13.88 | 66.16 |
8 | 140 | 150 | 12.85 | 21.07 | 14.01 | 66.49 |
9 | 140 | 200 | 12.91 | 21.16 | 13.74 | 63.94 |
Entry | m(mixed waterproofing agent)/g | m(portland cement)/g | Surface water absorption/% | Absolute dry compressive strength/MPa | Soak 2 h compressive strength/MPa | Softening coefficient/% |
---|---|---|---|---|---|---|
100 | 100 | 5.29 | 3.89 | 2.35 | 60.41 | |
2 | 100 | 150 | 5.73 | 4.42 | 2.67 | 60.40 |
3 | 100 | 200 | 6.34 | 5.23 | 2.93 | 56.00 |
4 | 120 | 100 | 3.48 | 2.73 | 2.03 | 74.36 |
5 | 120 | 150 | 4.19 | 3.15 | 2.53 | 80.32 |
6 | 120 | 200 | 4.81 | 4.39 | 3.67 | 83.59 |
7 | 140 | 100 | 2.56 | 2.07 | 1.88 | 90.82 |
8 | 140 | 150 | 2.94 | 3.16 | 2.01 | 63.61 |
9 | 140 | 200 | 3.68 | 3.89 | 2.74 | 70.44 |
Table 6 Analysis of orthogonal experiment results of mixed water repellent
Entry | m(mixed waterproofing agent)/g | m(portland cement)/g | Surface water absorption/% | Absolute dry compressive strength/MPa | Soak 2 h compressive strength/MPa | Softening coefficient/% |
---|---|---|---|---|---|---|
100 | 100 | 5.29 | 3.89 | 2.35 | 60.41 | |
2 | 100 | 150 | 5.73 | 4.42 | 2.67 | 60.40 |
3 | 100 | 200 | 6.34 | 5.23 | 2.93 | 56.00 |
4 | 120 | 100 | 3.48 | 2.73 | 2.03 | 74.36 |
5 | 120 | 150 | 4.19 | 3.15 | 2.53 | 80.32 |
6 | 120 | 200 | 4.81 | 4.39 | 3.67 | 83.59 |
7 | 140 | 100 | 2.56 | 2.07 | 1.88 | 90.82 |
8 | 140 | 150 | 2.94 | 3.16 | 2.01 | 63.61 |
9 | 140 | 200 | 3.68 | 3.89 | 2.74 | 70.44 |
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