波形钢腹板预应力混凝土组合箱梁桥悬臂施工中钢腹板临时支撑方案比较

江克斌; 丁勇; 高海云; 王卫星; 周寅智

doi:10.13204/j.gyjz201209026

波形钢腹板预应力混凝土组合箱梁桥悬臂施工中钢腹板临时支撑方案比较

doi: 10.13204/j.gyjz201209026

1.
1. 解放军理工大学工程兵工程学院,南京 210007;
2.
2. 中交第二公路工程局有限公司,西安 710016;
3.
3. 江苏阳湖建设项目管理有限公司,江苏常州 213100

基金项目:

国家自然科学基金项目(51178458)

详细信息

作者简介:
江克斌，男，1957年出生，博士，教授.E-mail:kbjiang@sina.com

计量
- 文章访问数: 126
- HTML全文浏览量: 6
- PDF下载量: 61
- 被引次数: 0
出版历程
- 收稿日期: 2012-03-29
- 刊出日期: 2012-09-20

COMPARATIVE STUDY ON FALSEWORK SCHEME OF STEEL WEBS FOR PC COMPOSITE BOX-GIRDER WITH CORRUGATED STEEL WEBS DURING CANTILEVER CONSTRUCTION

1.
1. Engineer Institute of Engineering Corps,PLA Univ.of Sci.&Tech,Nanjing 210007,China;
2.
2. CCC Second Highway Engineering Co.Ltd,Xi'an 710016,China;
3.
3. Jiangsu Yanghu Construction Project Administration Co.Ltd,Changzhou 213100,China

摘要

摘要: 在悬臂施工的波形钢腹板预应力混凝土(PC)组合箱梁桥中,为了施工安全,往往需要在钢腹板上设置一些临时性支撑结构。为了克服临时支架法需占用大量施工空间的缺点,提出一种由大刚度钢管组成的钢管支架法,该方法结构简单、空间占用小。对两种方案进行比较分析,采用三维有限元数值模拟法,分别进行静力分析和特征值计算。计算结果表明:虽然临时支架在钢-混组合箱梁桥的施工中有效,但在波形钢腹板(PC)组合箱梁桥的悬臂施工过程中并不能明显改善波形钢腹板的受力状态;而钢管支架能够有效地改善悬臂状态下波形钢腹板的受力状况。
- 波形钢腹板 /
- 组合箱梁桥 /
- 悬臂施工 /
- 临时支撑结构 /
- 有限元法
Abstract: Some temporary support structures are often installed on steel webs to ensure construction safety for PC composite box-girder bridge with corrugated steel webs during cantilever construction.To overcome the disadvantage of large space occupation for temporary frame, a new supporting structure consisted of strong stiffness steel tubs is presented.This supporting method has simple structure and small space occupation.In order to compare the two schemes, static analysis and eigenvalue calculation were conducted by using 3D finite element numerical simulation in view of these two schemes.The calculated results show that temporary frame can not improve mechanical performance in evidence of corrugated steel webs in spite of its validation in construction of steel-concrete composite box-girder bridge, but supports with steel tubes can increase buckling strength of corrugated steel webs in cantilever state efficiently．
- corrugated steel webs /
- composite box-girder bridge /
- cantilever construction /
- temporary supporting structures /
- finite element method

HTML全文

参考文献(10)

Fernando A，Branco，Roger Green.composite Box Girder BridgeBehavior During Construction [J].Journal of StructuralEngineering，1985，111(3): 577-593.

[2] Kyungsik Kim， Chai H Yoo.Effects of External Bracing onHorizontally Curved Box Girder Bridges During Construction [J].Engineering Structures，2006，28: 1650-1657.

[3] Byung H Choi，Young-Suk Park，Tae-yang Yoon.ExperimentalStudy on the Ultimate Bending Resistance of Steel Tube Girderswith Top Lateral Bracing [J].Engineering Structures，2008，30:3095-3104.

[4] 赵益良，姚晋华.广州名盛广场压型钢板施工技术[J].工业建筑，2005，35 (增刊): 812-814.

[5] 杨明，孙筠，张树仁.波纹钢腹板体外预应力箱梁桥的发展与展望[J].公路交通科技，2006，23(12): 72-75.

[6] 江克斌，丁勇.波纹钢腹板组合箱梁桥力学性能研究现状及发展[J].钢结构，2010，25(12): 1-6.

[7] 陈光明，唐家祥，李黎，等.组合梁桥施工过程的数值模拟[J].华中科技大学学报: 城市科学版，2003，20(1): 18-21.

[8] Li Ming，Lu Jianming，Song Jianyong.The Alignment ControlAnalysis of Cantilever Construction for Large Span CompositeContinuous Box Girder Bridge with Corrugated Steel Webs [J].Advanced Material Research，2011，250-253: 1561-1566.

[9] 李志明，范伟.挂篮在预应力混凝土连续梁悬臂浇注施工中的应用[J].工业建筑，2002，32(1): 48-50.

[10] 陈建兵，万水.波形钢腹板PC 组合箱梁设计和施工方法研究[J].中外公路，2006，26(2): 118-121.

施引文献

资源附件(0)

访问统计