Self-filling concrete for railway tunnel lining
A concrete and self-filling technology, which is applied in the field of railway tunnel lining structures and self-filling concrete, can solve problems such as insufficient durability and lining quality defects, and achieve the effects of improving robustness, reducing cracking risks, and reducing segregation
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Embodiment 1
[0033] Example 1: The design strength of the tunnel lining self-filling concrete is C30. The concrete mix ratio used is shown in Table 1. The main properties of the tunnel lining self-filling concrete measured in the laboratory are shown in Table 2. The field application and later inspection of the tunnel lining self-filling concrete The situation is shown in Table 3.
[0034] gelling component Viscosity Adjusting Components aggregate water reducing component mixing water 360 1.5 1877 4.0 150
[0035] project Slump spread Vibration spread Gas content Vibration U-shaped instrument filling height difference Penetration depth Initial setting time final setting time 56d compressive strength 28d electric flux performance 530mm 580m 2.5% 40mm 5mm 8:50 10:45 38.5 MPa 940C
[0036] Table 3 On-site application and later detection of self-filling concrete for C30 tunnel lining
[0037]
Embodiment 2
[0038] Example 2: The design strength of the tunnel lining self-filling concrete is C40. The concrete mix ratio used is shown in Table 4. The main properties of the tunnel lining self-filling concrete measured in the laboratory are shown in Table 5. The field application and later inspection of the tunnel lining self-filling concrete The situation is shown in Table 6.
[0039] gelling component Viscosity Adjusting Components aggregate water reducing component mixing water 450 1.0 1796 4.5 156
[0040] project Slump spread Vibration spread Gas content Vibration U-shaped instrument filling height difference Penetration depth Initial setting time final setting time 56d compressive strength Impermeability grade 28d electric flux performance 520mm 580m 3.1% 30mm 4mm 9:10 11:10 50.7 MPa P12 820C
[0041] Table 6 Field application and post-test of self-filling concrete for C40 tunnel lining
[0042] ...
Embodiment 3
[0043] Example 3: The design strength of the tunnel lining self-filling concrete is C50. The concrete mix ratio used is shown in Table 7. The main properties of the tunnel lining self-filling concrete measured in the laboratory are shown in Table 8. The field application and later inspection of the tunnel lining self-filling concrete The situation is shown in Table 9.
[0044] gelling component Viscosity Adjusting Components Anti-crack component Hydration temperature rise inhibiting component aggregate water reducing component mixing water 460 0.7 43 87 1666 6.5 150
[0045] Remarks: The composition of the anti-cracking component is 40kg / m 3 Expansion agent and 3 kg / m 3 fiber composition.
[0046] project Slump spread Vibration spread Gas content Vibration U-shaped instrument filling height difference Penetration depth Initial setting time final setting time 56d compressive strength Impermeability grade 28d elect...
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