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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.
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    湖杭高铁富春江特大桥主桥施工关键技术

    潘成杰
    153-159页
    查看更多>>摘要:湖杭高铁富春江特大桥主桥为(30+46+300+97+62.395)m 4线无砟轨道高低塔斜拉桥,桥塔采用H形钢-混组合结构,中跨及桐庐侧次边跨部分主梁为钢-混结合梁,其余区域主梁为预应力混凝土箱梁.主桥2号和3号墩基础采用先围堰后平台的方案施工,塔梁同步施工.针对该桥施工难点,2号墩采用水下预裂爆破整平、先围堰后平台、冲击钻引孔+回转钻成孔的组合方式成孔等技术,保证了钻孔桩成孔质量,提高了作业工效;采用塔梁同步施工,实现了快速化施工;主梁采用钢管+贝雷梁+盘扣支架法现浇、支架法滑移架设+原位拼装相结合及浮吊悬臂拼装等施工技术,缩短了主梁架设工期;无砟轨道施工期间,通过建立CPⅢ控制网、主梁温度敏感性分析、主梁刚度修正、调索、底座板厚度调整、自密实混凝土厚度调整等对施工过程线形进行控制,实现了无砟轨道线形精准控制.

    高速铁路桥斜拉桥无砟轨道无覆盖层倾斜岩面塔梁同步施工线形控制施工技术