High belite sulphoaluminate cement based disturbance-resistance concrete for rush repair and preparation method of high belite sulphoaluminate cement based disturbance-resistance concrete
A technology of sulfoaluminate and concrete, which is applied in the field of high-belite sulfoaluminate cement-based anti-disturbance concrete for emergency repair, and can solve the problems of reduced safety and durability, damage to mechanical properties and durability, and increased damage Disturbance damage and other problems, to achieve excellent anti-disturbance performance, good economic and social benefits, low energy consumption
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Embodiment 1
[0032] Embodiment 1: raw material and proportioning are as follows
[0033]
[0034] Table 1 Proportion of high belite sulphoaluminate cement-based anti-disturbance concrete 1
[0035] The following is the test report of the obtained high belite sulphoaluminate cement-based anti-disturbance concrete for emergency repair
[0036] Test items
[0037] The disturbed period of the anti-disturbance concrete under this ratio is only 8 minutes, which reduces the probability of concrete being disturbed; there is no crack on the surface of the test piece; the early and late strength performance is excellent, and the compressive strength can reach 20.2MPa 2h after being disturbed. The flexural strength can reach 6.3MPa, and there is no loss of strength compared with the undisturbed test piece, which meets the technical requirements for quick repair and opening to traffic.
Embodiment 2
[0039] Raw materials and proportions are as follows
[0040] Table 2 Proportion 2 of high belite sulphoaluminate cement-based anti-disturbance concrete
[0041]
[0042] The following is the test report of the obtained high belite sulphoaluminate cement-based anti-disturbance concrete for emergency repair
[0043] Test items
[0044] The disturbed period of the anti-disturbance concrete under this ratio is only 9 minutes, which reduces the probability of concrete being disturbed; there is no crack on the surface of the specimen; the early and late strength performance is excellent, and the compressive strength can reach 22.9MPa 2h after being disturbed. The flexural strength can reach 7.2MPa, and there is no loss in strength compared with the undisturbed test piece, which meets the technical requirements for quick repair and opening to traffic.
Embodiment 3
[0046] Raw materials and proportions are as follows
[0047] Table 3 High Belite sulfoaluminate cement-based anti-disturbance concrete ratio 3
[0048]
[0049] The following is the test report of the obtained high belite sulphoaluminate cement-based anti-disturbance concrete for emergency repair
[0050] Test items
Test results
Initial setting time
21min
final setting time
29min
23.5MPa
1d compressive strength
43.7MPa
3d compressive strength
55.1 MPa
28d compressive strength
61.4MPa
6.9MPa
1d flexural strength
12.7MPa
3d flexural strength
17.8 MPa
surface condition
no cracks
[0051] The disturbed period of the anti-disturbance concrete under this ratio is only 9 minutes, which reduces the probability of concrete being disturbed; there is no crack on the surface of the specimen; the early and late strength...
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