首页|预应力混凝土连续刚构桥零号块混凝土水化热温度控制

预应力混凝土连续刚构桥零号块混凝土水化热温度控制

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针对某预应力混凝土连续刚构桥零号块浇筑时,由于工期原因无法采用分层浇筑方式而使用一次性浇筑方式所产生的水化热温控问题,提出在零号块的内部空心部分设置贴合内壁的大体积降温水箱为主的方法,以达到控制零号块混凝土水化热温度的目的.首先,采用MIDAS/FEA有限元软件对零号块进行水化热温度场及温度变化的数值模拟.然后,根据模拟结果设计零号块温度测量系统,实时观测零号块混凝土的温度变化.通过对比各个测点温度的计算值和实测值,发现新的温控方法能够有效地将温升峰值控制在76℃以内,最大里表温差控制在20℃以内.
Temperature control of hydration heat of zero block of prestressed concrete con-tinuous rigid frame bridge
For the pouring of the zero block of a prestressed concrete continuous rigid frame bridge,due to the time limit,the one-time pouring method is adopted,which has caused hydration heat temperature control problems.This paper puts forward a large-volume cooling water tank inside the hollow part of the zero block,so as to control the concrete hydration heat temperature of the zero block.Firstly,MIDAS/FEA finite element software is used to simulate the temperature field and temperature change of the hydration heat of the zero block.Then,according to the simulation results,the temperature measurement system for the zero block is designed to observe the temperature change of the zero block in real time.By comparing the calculated and measured values of temperature at each measuring point,it is found that the new temperature control method can effectively control the peak temperature within 76 ℃,and the maximum temperature difference within 20 ℃.

mass concretecontinuous rigid frame bridgezero blockheat of hydrationtemperature control meth-od

曾章波、裴志勇、王夏、赵永华

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中国电建集团华东勘测设计研究院有限公司,浙江 杭州 311122

昆明理工大学,云南 昆明 650500

大体积混凝土 连续刚构桥 零号块 水化热 温控方法

国家自然科学基金中国电建集团华东勘测设计研究院有限公司科技项目

52068037KY2019-JG-09

2024

贵州科学
贵州科学院

贵州科学

影响因子:0.395
ISSN:1003-6563
年,卷(期):2024.42(1)
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