|本期目录/Table of Contents|

[1]祝明桥,蒋伟中,霍海强.混凝土巨型箱形截面梁及其设计理论[J].建筑科学与工程学报,2010,27(03):85-88.
 ZHU Ming-qiao,JIANG Wei-zhong,HUO Hai-qiang.Concrete Huge Box Section Girder and Its Design Theory[J].Journal of Architecture and Civil Engineering,2010,27(03):85-88.
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混凝土巨型箱形截面梁及其设计理论(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
27卷
期数:
2010年03期
页码:
85-88
栏目:
出版日期:
2010-09-20

文章信息/Info

Title:
Concrete Huge Box Section Girder and Its Design Theory
作者:
祝明桥,蒋伟中,霍海强
湖南科技大学 土木工程学院,湖南 湘潭 411201
Author(s):
ZHU Ming-qiao, JIANG Wei-zhong, HUO Hai-qiang
School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, Hunan, China
关键词:
混凝土巨型箱形截面梁 城市桥梁 双层交通 剪力滞后效应 扭转畸变效应
Keywords:
concrete huge box section girder city bridge double-deck traffic shear lag effect torsion and distortion effect
分类号:
U441.5
DOI:
-
文献标志码:
A
摘要:
为了节约土地资源、提高城市交通的使用效率、改善桥梁通行条件,首次提出能使城市桥梁实现双层交通的“混凝土巨型箱形截面梁”的概念,即通过加大传统混凝土箱梁截面高度,在腹板上开设必要的孔洞,并使其顶板、底板均成为桥面系,以确保箱内外车辆通行,使城市桥梁实现双层交通的箱梁。结合工程实践介绍了混凝土箱形截面梁和城市桥梁双层交通的研究现状,并探讨了混凝土巨型箱形截面梁设计的一系列关键技术问题,填补了无横隔板、腹板大规模设置孔洞的混凝土巨型箱形梁设计技术的空白,为混凝土巨型箱形截面梁在城市桥梁中的推广应用研究提出了指导性建议。
Abstract:
The concept of “concrete huge box section girder” for achieving double-deck traffic for city bridges was first put forward for saving land resource and improving traffic efficiency and conditions of bridge passage. It referred to box girder with necessary openings in the web plates which could achieve double-deck traffic for city bridges by means of increasing the section height of the traditional concrete box girder and its roof, floor deck systems became the bridge deck system. Actual examples of the double-deck traffic were provided on an engineering practice basis and research situations on concrete box section girder and double-deck traffic for city bridges were introduced. Some key technological problems in design of concrete huge box section girder were discussed, which filled the gaps in the field of the design technology of the concrete huge box section girder without inner plate. Some guiding recommendations of the promotion applications of concrete huge box section girder for city bridges were proposed.

参考文献/References:

[1] 孙建渊,陈阶亮.城市桥梁双层交通的概念设计[J].桥梁建设,2006(2):39-42. SUN Jian-yuan,CHEN Jie-liang.Conceptual Design of Double-deck Traffic for City Bridge[J].Bridge Construction,2006(2):39-42.
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[6]李德建,戴公连,黄玉盈.混凝土斜拉桥肋板式主梁截面应力分布特性[J].华中科技大学学报:自然科学版,2002,30(12):107-110. LI De-jian,DAI Gong-lian,HUANG Yu-ying.The Study of the Stress Distribution Characteristic on Separated Girder-plate Section of Prestressed Concrete Cable Stayed Bridge[J].Journal of Huazhong University of Science and Technology:Natural Science Edition,2002,30(12):107-110.

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备注/Memo

备注/Memo:
收稿日期:2010-06-21
基金项目:湖南省自然科学基金项目(09JJ3089)
作者简介:祝明桥(1968-),男,安徽太湖人,教授,工学博士,E-mail:zmq2002@263.net。
更新日期/Last Update: 2010-09-20