高桩承台大体积混凝土温度应力控制应用研究

邹建文; 徐伟

doi:10.13204/j.gyjz201109019

高桩承台大体积混凝土温度应力控制应用研究

doi: 10.13204/j.gyjz201109019

邹建文^1,2,
徐伟¹

1.
1. 同济大学建筑工程系,上海 200092;
2.
2. 上海百通项目管理咨询有限公司,上海 200127

基金项目:

国家十一五科技支撑计划项目(2006BAG04B05)资助

详细信息

作者简介:
邹建文，男，1971年出生，博士，工程师，国家注册一级建造师。E－mail:zoujianwen7866@yahoo.com.cn

中图分类号: U445.57
计量
- 文章访问数: 80
- HTML全文浏览量: 5
- PDF下载量: 111
- 被引次数: 0
出版历程
- 收稿日期: 2009-12-15
- 刊出日期: 2011-09-20

STUDY ON THERMAL STRESS CONTROL OF RISE PILE CAP MASS-CONCRETE

Zou Jianwen^1,2,
Xu Wei¹

1.
1. Department of Building Engineering,Tongji University,Shanghai 200092,China;
2.
2. Shanghai Baitong Project Management Co.Ltd,Shanghai 200127,China

摘要

摘要: 深水区域大型桥梁承台混凝土施工中采用整体无缝浇筑，硬化过程中的温度应力会引起裂缝，给耐久性带来影响。在分析混凝土各个组分对水化温度以及对温度应力影响的基础上，介绍平面分块尺寸为51.35m48.1m的主索塔承台计算参数的设置，以及混凝土硬化过程中温度应力变化的模拟计算，并与实际工程的监测温度应力进行比较。得出前5d是产生表面裂缝的危险期及主要温控措施的作用和效果；采用合理的配合比有利于延缓和降低水化热，是控制大体积混凝土温度裂缝的有效手段等。
- 高桩承台 /
- 大体积混凝土 /
- 温度应力 /
- 控制 /
- 分析
Abstract: As constructing large bridge rise pile cap concrete integral erection in deep water, the stress caused from different temperature in the stage of concrete curing is harmful to its durability. The analysis of material ingredient influence on heat of hydration and thermal stress was done. Taking the main pile cap whose blocking partition dimension was about 51. 35m48.1m for example, the calculated parameters were determined. And a simulation analysis of thermal stress variation during the concrete hardening was introduced. The comparison between calculated results and the monitoring value was made. It was that the first 5 d were the period for surface crack to produce easily during which controlling measures could act well. Rational concrete design was available means of controlling mass concrete thermal crack by retarding and reducing heat of hydration.
- rise pile cap /
- mass-concrete /
- thermal stress /
- control /
- analysis

HTML全文

参考文献(10)

刘秉京.混凝土结构耐久性设计[M].北京: 人民交通出版社,2007: 276-293.

[2] 朱伯芳.大体积混凝土温度应力与温度控制[M].北京: 中国电力出版社,1999.

[3] 王爱勤,张承志.大体积混凝土配合比设计中一些问题的思考[J].水力发电,2003(4):36-40.

[4] 王甲春,阎培渝.粉煤灰混凝土绝热温升的试验研究[J].沈阳建筑大学学报: 自然科学版,2006(1):118-121.

[5] 陈萍,李兴贵,王有平,等.高性能混凝土绝热温升影响因素的试验研究[J].浙江理工大学学报,2007(7):461-465.

[6] 李东.大体积混凝土施工配合比中粉煤灰最优掺量[J].西安建筑科技大学学报,1998(9):284-286.

[7] 刘家彬,郭正兴,韦世国,等.润扬长江大桥南锚碇超大体积混凝土温控技术[J].建筑技术,2003(1):41-43.

[8] Xu Ying,Zou Jianwen,Xu Wei.Construction Risk Analysis of Suspension Box-Cofferdam in Concrete Casting Stage[C]∥2009 International Conference on Engineering Management and Service Sciences (MASS 2009) .IEEE,2009.

[9] 吴胜兴,周氐.大体积混凝土温度应力松弛系数的优化确定

[J].河海大学学报,1993(3):47-53.

施引文献

资源附件(0)

访问统计