Journal of Chongqing Jiaotong University(Natural Science) ›› 2008, Vol. 27 ›› Issue (5): 675-678.
Previous Articles Next Articles
CHEN Wu-si1, ZHANG Bao-li2, GUO Rui-dong1, ZENG De-rong1
Received:
Revised:
Online:
Published:
陈五四1, 张宝利2, 郭瑞东1, 曾德荣1
作者简介:
Abstract: Monitoring the long-span continuous rigid bridge construction,linear controlling mainly concentrates on the pre-camber settings.And pre-arch is closely linked with the cach of bridge structure deformation.The concrete creep deformation is difficult to calculate accurately,therefore,a theoretical formula is established theoretically to calculate this kind of creep deformation.Its calculating results are basically consistent with those got by other methods,but its simple calculation and high precision are advantageous.
Key words: concrete creep, linear control, pre-arch, the controlling of construction
摘要: 对于大跨径混凝土连续刚构桥的施工监控,线形的控制主要集中在预拱度的设置上,而预设拱度又与桥梁结构的变形计算紧密相连。其中,混凝土徐变变形是很难计算准确的,因而从理论上建立了一个计算这种徐变变形的理论计算公式,其计算结果与其它方法的计算结果基本一致,优点是计算简单准确。
关键词: 混凝土徐变, 线形控制, 预拱度, 施工控制
CLC Number:
U446
CHEN Wu-si, ZHANG Bao-li, GUO Rui-dong, ZENG De-rong. One Calculation Method of Creep Deformation in Bridge Linear Controlling[J]. Journal of Chongqing Jiaotong University(Natural Science), 2008, 27(5): 675-678.
陈五四, 张宝利, 郭瑞东, 曾德荣. 桥梁线形控制中徐变变形的一种计算方法[J]. 重庆交通大学学报(自然科学版), 2008, 27(5): 675-678.
0 / / Recommend
Add to citation manager EndNote|Ris|BibTeX
URL: http://xbzk.cqjtu.edu.cn/EN/
http://xbzk.cqjtu.edu.cn/EN/Y2008/V27/I5/675