[1]刘 超,蒯永洲,吴 飞.浅谈钢管混凝土系杆拱桥的整体吊装法施工[J].江苏水利,2017,(09):69-72.
 LIU Chao,KUAI Yongzhou,WU Fei.Discussion on integral lifting method construction of steel pipe concrete tied arch bridge[J].JIANGSU WATER RESOURCES,2017,(09):69-72.
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浅谈钢管混凝土系杆拱桥的整体吊装法施工()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2017年09期
页码:
69-72
栏目:
工程建设
出版日期:
2017-09-09

文章信息/Info

Title:
Discussion on integral lifting method construction of steel pipe concrete tied arch bridge
文章编号:
1007-7839(2017)09-0069-04
作者:
刘 超蒯永洲吴 飞
灌南县水利建筑工程有限公司,江苏 连云港 222500
Author(s):
LIU ChaoKUAI YongzhouWU Fei
Guannan Water Conservancy Construction Co.,ltd.,Lianyungang 222500,Jiangsu
关键词:
系杆拱桥劲性骨架整体吊装
Keywords:
tied arch bridgestiff skeletonintegral liftingconstruction m ethod
分类号:
TV34
文献标志码:
B
摘要:
新沟河延伸拓浚工程常州市武进区山东北桥主桥为下承式钢管混凝土系杆拱桥,采用整体吊装工艺,结合该桥的施工实践,对整体吊装方案的比选和施工工艺流程进行了论述和总结,为类似跨航道系杆拱桥施工提供借鉴作用。
Abstract:
The structural type of the main bridge of Shandong Beiqiao in Xingou River extension dredging project at Wujin District of Changzhou city is lower supported steel pipe concrete tie, which adopted integral lifting technology.Combining with the construction practice of this bridge, the lifting scheme of overall selection and construction process were discussed and summarized, which could provide reference for similar cross channel tied arch bridge construction.

参考文献/References:

[1] 常斌.钢管混凝土系杆拱桥设计探讨[J].山西交通科技,2015(6):95-97.
[2] 李树光.钢管砼系杆拱桥的整体吊装法施工[J].公路工程,2002,27(3):76-78.
[3] 邓亮.大跨径系杆拱桥临时支架设计分析[J].山西交通科技,2016(2):62-65.
[4] 徐富强,江克斌,刘义.大跨度刚桁梁整体吊装施工吊点布置研究[J].钢结构,2015(12):97-100.
[5] GB8918-2006,重要用途钢丝绳[S].

备注/Memo

备注/Memo:
作者简介:刘超(1972-),男,工程师,主要从事水利工程建设工作。
更新日期/Last Update: 2017-09-15