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润扬大桥南汊悬索桥南锚碇锚体混凝土温控技术研究
引用本文:承宇,何宏荣,郭正兴,刘加平,杨正明.润扬大桥南汊悬索桥南锚碇锚体混凝土温控技术研究[J].现代交通技术,2006,3(1):30-33.
作者姓名:承宇  何宏荣  郭正兴  刘加平  杨正明
作者单位:1. 江苏省交通科学研究院,江苏南京,210017
2. 东南大学土木工程学院,江苏,南京,210000
3. 江苏省建筑科学研究院,江苏,南京,210000
摘    要:本文介绍了润扬大桥南汊悬索桥南锚碇锚体大体积混凝土温控系统的方案设计和实施过程.揭示了锚体大体积琨凝土的温度特征和变化规律,概述了温控措施及其效果。

关 键 词:大体积混凝土  锚体  温度监控  温度裂缝
文章编号:1672-9889(2006)01-0030-04
收稿时间:2005-08-26
修稿时间:2005年8月26日

The Research on Concrete Temperature Controlling in South Anchor of Run-yang South Suspension Bridge
CHENG Yu,HE Hong-rong,GUO Zheng-xing,LIU Jia-ping,YANG Zheng-ming.The Research on Concrete Temperature Controlling in South Anchor of Run-yang South Suspension Bridge[J].Modern Transportation Technology,2006,3(1):30-33.
Authors:CHENG Yu  HE Hong-rong  GUO Zheng-xing  LIU Jia-ping  YANG Zheng-ming
Institution:1 .Jiangsu Transportation Research Institu te, Nanjing 210017, China; 2.Civil Engineering Colloge, Southeast University, Nanjing 210000, China; 3.Jiangsu Academy of Buihting Research, Nanjing 210000, China
Abstract:In this paper, the project of massive concrete temperature monitoring and controlling in south anchor of Run-yang south suspension bridge are introduced, the specific property and change regularity is truly reflected, and it also analyzed the effect of temperature monitoring and controlling.
Keywords:massive concrete  anchor  temperature monitoring and controlling  temperature crack
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