RCC mix design method for dam construction
A technology of roller compacted concrete and mix ratio design, which is applied in the field of roller compacted concrete, can solve problems such as time-consuming, laborious, and poor results, and achieve the effect of saving investment
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Embodiment 1
[0083] 1. Project overview
[0084] A roller compacted concrete dam has a maximum height of 88m and a crest length of 227m. Earthwork excavation 5.6 million m 3 , 446,000 m of concrete works 3 , including 360,000 m of roller compacted concrete 3. The mix ratio design unit is proposing six groups of three-grade RCC mix ratios, and recommends No. 6 mix ratio (see Table 4 for details) for on-site rolling test.
[0085] 2. Mixing ratio design unit mixing ratio design situation
[0086] 1. Raw materials
[0087] Cement: use 425 produced by Taiyuan Cement Factory # Ordinary cement, specific gravity (i.e. apparent density) ρ c =3030kg / m 3 ;
[0088] Fly ash: Fly ash from Shentou Power Plant, specific gravity ρ f =2240kg / m 3 ;
[0089] Fine aggregate: finished material processed from dolomite, specific gravity ρ s =2710kg / m 3 ;Tap bulk density γ s =1865kg / m 3 ;
[0090] Coarse aggregate: finished material processed from dolomite, specific gravity ρ g =2730kg / m 3 ;Ta...
Embodiment 2
[0180] Example 2: Roller compacted concrete arch dam
[0181] A roller compacted concrete double-curvature arch dam, the maximum dam height is 167.5m, the upstream arc length of the dam crest is 413.157m, the thickness of the dam crest is 9.00m, the thickness of the arch crown at the bottom of the dam is 36.000m, the thickness of the left arch end is 40.926m, and the thickness of the right arch end is The thickness is 40.8111m, the thickness-to-height ratio is 0.215, the arch dam is symmetrically arranged, and the roller compacted concrete is 1 million m 3 . The technical performance and construction control parameters of the RCC inside the dam body are proposed in the design, and the strength grade is C 180 25. The frost resistance index is F50, the impermeability grade is W6, and the ultimate tensile value is greater than 0.85×10 -4 . The construction unit has carried out two field tests successively, rolling 1-5 layers, rolling 6-10 layers for the first field test, rolli...
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