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Temperature Cracks Controlling Technology for the Mass Concrete in Solid Sections of Lower Pylon Column

机译:温度裂缝控制较低塔柱柱固体混凝土的控制技术

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According to the case that mass concrete in solid sections of lower pylon column of Jiashao Bridge was easy to crack in construction because of the bigger section size, larger content of cementitious material and lower water binder ratio, the temperature and thermal stresses distribution of mass concrete was simulated and temperature control scheme was adjusted constantly based on the results of field temperature monitoring. Through taking some temperature control measures such as applying circulating cooling water and prolonging the time appropriately, thermal insulation and moisture retention curing, extending the form removal time and controlling the quality of concrete, harmful cracks did not appear in solid sections of lower pylon column of Jiashao Bridge and anticipated temperature control requirements were achieved.
机译:根据胶囊桥的焦塔柱的固体剖面中的质量混凝土易于裂缝,由于截面尺寸更大,水泥材料的较大含量和较低的水粘剂比,温度和热应力分布的质量混凝土的尺寸较大被仿真和温度控制方案根据现场温度监测的结果不断调整。通过采取一些温度控制措施,如施加循环冷却水和延长时间,绝热和水分保留固化,延长形式的去除时间并控制混凝土的质量,有害裂缝未出现在下塔的固体部分嘉帅桥梁和预期的温度控制要求得到了实现。

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