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期刊信息/Journal information
桥梁建设
桥梁建设

胡贵琼

双月刊

1003-4722

qlkxyjs@public.wh.hb.cn;qljs@ztmbec.com

027-83519506

430034

武汉市建设大道103号

桥梁建设/Journal Bridge ConstructionCSCD北大核心CSTPCDEI
查看更多>>《桥梁建设》创刊于1971年,现由中国铁路工程总公司主管,中铁大桥局集团有限公司主办,中铁大桥局集团武汉桥梁科学研究院有限公司杂志社出版。《桥梁建设》主要报道和交流我国桥梁工作者在科研、设计、施工及监理等方面的实践成果和理论探讨,重点突出桥梁工程领域的新技术、新工艺、新设备、新材料及最新科研成果,为读者提供相关的技术、经济信息。《桥梁建设》连续多年入选“中国科技论文统计源期刊”、“中文核心期刊”及“中国科学引文数据库”,影响因子一直在“铁路运输”、“交通运输”、“公路运输”类期刊中位居前列,并逐年稳步提高。《桥梁建设》具有准确的市场定位和突出的办刊特色,已成为国内桥梁界具有权威性的刊物,在全国桥梁工程领域具有较高的知名度。《桥梁建设》主要栏目:重点工程、科学研究、设计与计算、施工等。《桥梁建设》读者对象:铁路、交通、公路、市政、水利等部门从事桥梁工程及相关专业的勘测、设计、施工、检测、科研、监理等工作的技术、管理人员及相关专业的院校师生。A Briefing on Journal of Bridge ConstructionThe journal of Bridge Construction was initiated in 1971 and is the sole journal that exclusively publishes papers of large and medium bridge engineering in China. The journal mainly reports and communicates practice and theoretic researches of domestic and foreign bridge engineers in aspect of their scientific researches, design, construction and construction supervision with focus on the new techniques, new workmanships, new materials and the latest research findings. The major columns the journal covers are: (1) the latest bridge science and techniques; (2) the design and construction techniques of various notable major bridges and the bridges that have distinctive structural features; (3) the development and application of new bridge engineering materials; (4) the development and application of new bridge construction machinery and equipment; (5) the seismic resistance, vibration damping and corrosion protection techniques of bridges; (6) the inspection, testing, evaluation, maintenance, remedial and strengthening of existing bridges as well as (7) the construction accidents and the corresponding analysis of bridges.The journal of Bridge Construction (international standard serial number: ISSN 1003-4722) is a bimonthly and irregularly the journal may publish two issues of supplements annually. The journal has totally 84 pages (A4) each issue, within which about 20 papers will be published. All titles, abstracts, key words figures,tables and references of the papers are provided bilingually with both Chinese and English languages. The Editorial Office of the journal has recruited an international editorial board that has a number of internationally well-known engineers and professors (See the appendix hereunder). The address of the Editorial Office is 103 Jianshe Avenue, Wuhan City, Hubei Province, China (Postal Code 430034) and the e-mail is qlkxyjs@public.wh.hb.cn. Contribution of the papers should be directed to the Editorial Office.Academically competitive and encyclopedic, and having the clear market positioning and outstanding features of its own, the journal of Bridge Construction, since the year it was initiated, has been one of the journals that attract and are popular among extensive authors and readers in the field of bridge engineering in China. The impact factor of the journal has ranked first in the category of “Railway Transportation”, “Communication Transportation” and “Highway Transportation” of Chinese literatures.The journal has been included as the Statistic Source Journal of Chinese Scientific and Technical Papers and the Chinese Core Journal for years running and has been included and/or listed respectively in the Index of Copurnicus and the Ulrich’s International Periodicals Directory. The publisher of the journal is the Journal Prsss,Bridge Science Research Institute Ltd., China Railway Major Bridge Engineering Group, located in Wuhan, China and the sponsor is China Railway Major Bridge Engineering Group Co., Ltd., a famous and leading bridge engineering contractor that has a long history of over 50 years and has designed and constructed a great many of major bridges over the rivers, valleys and sea.
正式出版
收录年代

    武汉青山长江公路大桥宽幅钢箱梁悬臂拼装横向线形匹配技术

    张晶赵全成戚原
    139-144页
    查看更多>>摘要:武汉青山长江公路大桥主桥为主跨938 m的双塔双索面全飘浮体系斜拉桥,主跨整体式钢箱梁高4.5 m、全宽48 m,采用500 t架梁吊机分节段悬臂拼装架设.钢箱梁悬臂拼装时,架梁吊机站位节段、待架节段由于荷载及约束不同,横截面变形呈现出不同的趋势,线形匹配难度大.为解决该问题,主跨钢箱梁悬臂拼装时选择上、下游分体式架梁吊机,减少架梁吊机自重;经比选选择横桥向27.7 m间距的架梁吊机站位,减小了架梁吊机荷载对横向线形匹配的影响;通过设置顶压装置(由顶压牛腿、支承底座组成),在架梁吊机站位节段、待架节段钢箱梁边腹板处施加1 500 kN顶压力,配合少量马板,一次加载完成对接口竖向变形匹配调整.施工后,钢箱梁横向线形匹配精度均满足要求.

    斜拉桥宽幅钢箱梁悬臂拼装分体式架梁吊机吊机站位顶压牛腿匹配技术

    混凝土跨线桥快速安装技术

    孙博文朱世峰
    145-151页
    查看更多>>摘要:佛山里水大道跨线桥分西、中、东三幅上跨广佛高速,为消除安全隐患、提升道路使用空间,需拆除并重建里水大道广佛跨线桥.针对西幅跨线桥改造所采用的架桥机法对交通影响大、安全风险高、效率低等问题,提出采用整体移运法快速改造中、东幅跨线桥.为提高施工的安全性,降低对交通的影响,采用分批次架设,梁体、墩柱首先在路外封闭区域预制,然后封闭交通,利用驮运子系统将梁体及墩柱快速移运至桥位,墩柱通过快速连接子系统与承台临时固定后移除驮运子系统,随后恢复原交通,最后进行墩柱永久固结施工.通过预制墩柱快速连接子系统和驮运子系统实现了墩、梁同步快速安装,解决了整体移运法在混凝土小箱梁安装过程中梁体易开裂的问题.实践证明,整体移运法具有施工效率高、交通影响低、安全性高、适应性强的优点.

    跨线桥混凝土桥整体移运法预制墩柱墩、梁同步快速安装驮运子系统桥梁改建