Research Article

Temperature Control Measures and Temperature Stress of Mass Concrete during Construction Period in High-Altitude Regions

Table 3

Temperature control schemes.

Temperature control measures for concreteScheme 1Scheme 2Scheme 3Scheme 4

Pouring temperature (°C)Strongly restrained zone≤12≤14≤12≤12
Weakly restrained zone≤13≤15≤13≤13
Unrestrained zone≤14≤16≤14≤14

Simultaneous cooling (m)Initial stage of simultaneous coolingMidphaseMidphaseMidphase + phase IIMidphase
Height of the simultaneous cooling zone (m)272727 + 1818

Spacing between water pipes (m)Strongly restrained zone1.5 × 1.51.5 × 1.51.5 × 1.51.5 × 1.5
Weakly restrained zone1.5 × 3.01.5 × 3.01.5 × 3.01.5 × 3.0
Unrestrained zone1.5 × 3.01.5 × 3.01.5 × 3.01.5 × 3.0

Pipe coolingPhase I coolingWater temperature (°C)8.08.08.08.0
Flow rate (m³·h−1)1.51.51.51.5
Initial flood period (day)0.00.00.00.0
Target temperature (°C)19–2019–2019–2019–20
Midphase coolingWater temperature (°C)12121212
Flow rate (m³·h−1)0.80.80.80.8
Initial flood period (day)30–4530–4530–4530–45
Target temperature (°C)16–1816–1816–1816–18
Phase II coolingWater temperature (°C)6–86–86–86–8
Flow rate (m³·h−1)1.01.01.01.0
Initial flood period (day)≥90≥90≥90≥90
Target temperature (°C)10101010

Thickness of poured layers (m)Strongly restrained zone1.51.51.51.5
Weakly restrained zone3.03.03.03.0
Unrestrained zone3.03.03.03.0

Intermittent period (day)10101010

Surface heat preservationYesYesYesYes

Note. (1) By the end of Phase I cooling, the temperature is controlled until midphase cooling begins. Once the target temperature in midphase cooling is reached, the temperature is controlled until Phase II cooling is initiated. (2) The temperature drop rate of Phase I cooling is less than 0.5°C·day−1, whereas that of midphase cooling is less than 0.3°C·day−1. (3) When the concrete is poured in winter, the pouring temperature should be greater than 6°C. (4) The midphase + Phase II scheme suggests that simultaneous cooling height of 27 m begins in midphase, whereas that height of 18 m starts in Phase II.