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混凝土现浇桥支架预压技术控制 被引量:2
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作者 张新年 《山西建筑》 2009年第31期310-311,共2页
结合阳翼高速公路L1合同段混凝土现浇桥施工实际,简要介绍了在现浇桥施工中的支架预压技术控制要点,从而确保现浇桥施工质量,同时为类似桥梁支架预压积累经验。
关键词 混凝土现浇桥 支架预压 技术控制
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试验荷载作用下现浇宽箱梁横向效应分析
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作者 程宇鹏 《山西交通科技》 2018年第3期63-65,共3页
为了研究荷载作用对宽箱梁横向受力的影响,以某双向六车道预应力混凝土现浇桥梁为依托,采用有限元软件Midas Civil进行空间分析计算。采用等效荷载加载方式,在设计的影响线最不利处布载。分析研究对现浇宽箱梁施加荷载作用时,对该桥梁... 为了研究荷载作用对宽箱梁横向受力的影响,以某双向六车道预应力混凝土现浇桥梁为依托,采用有限元软件Midas Civil进行空间分析计算。采用等效荷载加载方式,在设计的影响线最不利处布载。分析研究对现浇宽箱梁施加荷载作用时,对该桥梁横向受力性能的影响。 展开更多
关键词 偏心作用 预应力混凝土现浇桥 横向受力 分析
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自锚式悬索桥桥面板施工 被引量:1
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作者 张喜胜 《铁道建筑》 北大核心 2004年第6期11-13,共3页
介绍自锚式悬索桥桥面板的施工顺序、施工方案和模板架设。
关键词 自锚式悬索 施工顺序 施工方案 模板架设 混凝土面板
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挂篮在合龙段施工中作为配重物的施工工艺探讨 被引量:3
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作者 刘君涛 龚军安 杨虎 《交通科技》 2006年第5期6-8,共3页
在悬浇混凝土桥梁施工中,水箱放水和抛掷沙袋是合龙段施工中两种比较成熟的施工技术。但在特殊条件下,合龙段的施工受到时间和温度的严格限制。位于十堰的将军河大桥在合龙段施工中使用了挂篮作为合龙段的平衡重,通过测量数据,发现这种... 在悬浇混凝土桥梁施工中,水箱放水和抛掷沙袋是合龙段施工中两种比较成熟的施工技术。但在特殊条件下,合龙段的施工受到时间和温度的严格限制。位于十堰的将军河大桥在合龙段施工中使用了挂篮作为合龙段的平衡重,通过测量数据,发现这种方法是比较适用的。 展开更多
关键词 挂篮 合龙段 施工配重 悬臂施工混凝土
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Linear monitoring for cast-in-place reinforced concrete arch bridge construction 被引量:1
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作者 ZHENG Yifeng CAO Yu WANG Yuanyuan 《Global Geology》 2012年第2期145-150,共6页
Linear monitoring is an important link of bridge construction control,which is conducted in key processes of construction to ensure the security of bridge in construction procedure. Combining with main arch constructi... Linear monitoring is an important link of bridge construction control,which is conducted in key processes of construction to ensure the security of bridge in construction procedure. Combining with main arch construction monitoring program of No. 2 bridge in north district of Changbai international tourism resort,main content and key technologies are recommended. Considering the various influential factors during the construction process,linear adjustment is handled to ensure that the stress and linear of main arch meet design requirements. 展开更多
关键词 arch box linear monitoring pre-loading pressure bailey beam
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Bridge Falsework in Staged Construction of a Prestressed Concrete Beam Bridge
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作者 Janusz Hotowaty Dariusz Jurkowski 《Journal of Civil Engineering and Architecture》 2015年第12期1432-1438,共7页
The formwork and falsework in the construction of twin ribbed slab decks on a multi-span ecological bridge for a dual carriageway are presented. The bridge is situated in a valley plain which is crossed by small river... The formwork and falsework in the construction of twin ribbed slab decks on a multi-span ecological bridge for a dual carriageway are presented. The bridge is situated in a valley plain which is crossed by small rivers and was designed principally with the environment in mind. The bridge length is over 356 m, and the width of the decks is 11.5 m. For the bridge works, a simple conventional falsework system was chosen with steel frames for the supports and steel rolled beams for the decks. The formwork was constructed in solid timber and plywood as multiple-use panels. The falsework was designed in order to build the two 10-span bridge decks in stages. The decks are continuous cast-in-situ prestressed concrete twin rib with spans of 30 m, 34 m and 45 m. An individual falsework system was designed, which was easy to move transversally following completion of each stage for one deck. After finishing each stage, for the second deck, the falsework was dismantled and used again in the next construction fronts. An individual arrangement for the falsework along with timber pilings was used to cross the biggest river. The formwork timber panels were used several times in the multistage bridge construction. The adopted falsework system is very simple, but it allowed the speedy construction of the two decks where there were severe time constraints. 展开更多
关键词 Prestress concrete bridge continuous bridge twin rib deck span-by-span construction FORMWORK falsework.
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