襄阳市东西轴线项目沉管预制采用节段整体式全断面顺浇法，具有高强度、大断面、大体积的特点，管节控裂难度较大。为验证混凝土配合比、施工工艺以及裂缝控制措施的可行性及可靠性，采用Midas FEA软件，进行沉管管节在设计工况下的水化热温度应力数值仿真模拟计算，分析管节浇筑过程中混凝土内部温度及应力变化情况。数值仿真结果表明，管节连接处抗裂安全系数较低。进而选取理论开裂风险最高的边墙倒角位置和施工难度最高的中隔墙倒角位置进行模型试验，实际模拟钢筋及预埋件施工工序，全面检验原材料、配合比和混凝土施工性能的可靠性，并布设智能温度监测系统。通过局部块体试验，合理优化钢筋及预埋件的结构形式和安装工序，验证混凝土性能并优选施工配合比；同时，通过提出的原材料温控标准对模型试验进行温度智能监测数据分析。
The immersed tunnel segments of EastWest
Axis Project in Xiangyang are prefabricated by integral fullsection down pouring method, which is characterized by high
strength, large crosssection and large volume, and the
segment crack is difficult to control. In order to verify the feasibility and
reliability of concrete mixing proportion, construction technology and crack
control measures, the finite element software Midas FEA is used to conduct
numerical simulation and calculation on hydration heat temperature stress of
immersed tunnel joints under design conditions, and the internal temperature
and stress variation of concrete during the casting of immersed tunnel segment
are analyzed. The numerical simulation results show that the anticracking safety factor at the joint is low. Therefore, the
chamfering position of the sidewall with the highest theoretical cracking risk
and that of the middle separation wall with the highest construction difficulty
are selected for model test. In the model test, the construction process of
reinforced bars and embedded parts is simulated, the reliability of raw
materials, mixing proportion, concrete construction performance, etc. are
comprehensively checked, and an intelligent temperature monitoring system is
set up. Through the partial block test, the structural types and installation
procedures of reinforced bars and embedded parts are rationally optimized, so
as to validate the concrete performance and optimize the construction mixing
proportion. Meanwhile, the raw material temperature control standards are
proposed to analyze the monitoring data for model testing.
