Research Article

Temperature Control Technology for Construction of Jinsha River Bridge

Table 3

Temperature calculation results.

PositionLayerTemperature of casting concrete (°C)Peak temperature (°C)Time of peak temperature (h)Temperature rise value (°C)Temperature difference between inside and outside (°C)

CapFirst-layer concrete2454.14830.116.1
Second-layer concrete2455.44831.417.4
Tower baseFirst-layer concrete2661.84835.818.5