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现浇预应力混凝土连系梁施工方法 被引量:2
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作者 蔡瑞芬 《煤炭工程》 北大核心 2007年第3期44-46,共3页
论文从施工准备、施工工艺、施工质量要求以及注事项等方面较详细地介绍了双向后张法现浇预应力混凝土连系梁的施工方法,从穿束、张拉控制、孔道灌浆等方面做了详细介绍,可供施工技术人员参考。
关键词 现浇混凝土连系梁 双向后张法 预应力
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明挖隧道小夹角下穿铁路站场加固系统研究
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作者 卢裕杰 林文旭 +1 位作者 秦丁伊 贾萱 《地下空间与工程学报》 CSCD 北大核心 2023年第S01期465-470,共6页
明挖隧道下穿铁路站场可借鉴顶进工法的便梁-支撑桩加固系统,但大范围基坑开挖可能导致加固体系的横向失稳等问题。以安康中心城区北环线下穿安康东站明挖隧道为例,通过设置加固主跨与副跨实现了小夹角穿越铁路的加固系统布设。进一步地... 明挖隧道下穿铁路站场可借鉴顶进工法的便梁-支撑桩加固系统,但大范围基坑开挖可能导致加固体系的横向失稳等问题。以安康中心城区北环线下穿安康东站明挖隧道为例,通过设置加固主跨与副跨实现了小夹角穿越铁路的加固系统布设。进一步地,对主跨支撑桩设置贯通的连系梁,增强加固系统的横向刚度,降低铁路轨道的最大横向位移约48%;在主、副跨过渡处支撑桩桩顶错台位置设置L型混凝土系梁及钢构支座,防止桩顶混凝土开裂;采用钢紧固件加固相邻铁路的便梁,加强体系的整体性。监测结果显示,本加固体系能够满足铁路横向位移的控制要求,是实现类似明挖隧道小夹角下穿既有铁路站场的有效途径。 展开更多
关键词 小夹角 铁路加固 钢筋混凝土连系梁 桩顶错台处理 钢紧固件
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大跨度托架拔柱设计与施工
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作者 徐晓博 励义勋 《工业建筑》 CSCD 北大核心 2007年第8期89-92,85,共5页
托架拔柱设计采用空间桁架,利用原厂房的混凝土连系梁,对厂房进行技术改造,把6m柱距改造成24m大柱距。设计和施工相结合,采用多项技术措施对原厂房结构、基础进行加固和处理,为老厂房技术改造提供了一次成功的实践经验。
关键词 托架拔柱 混凝土连系梁 加固处理 技术改造
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Proposition of a New Type of Jointless System For Existing Concrete Bridges 被引量:2
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作者 Yuichi Ishikawa Minobu Aoyama +2 位作者 Masami Kuroyanagi Masatugu Nagai Takeshi Miyashita 《Journal of Physical Science and Application》 2014年第2期84-89,共6页
Since 1990s, the use of deicing salts (i.e., chlorides) has dramatically increased in areas with heavy snowfall in Japan. As a result, the water mixed with salts has accelerated the damage of the reinforced concrete... Since 1990s, the use of deicing salts (i.e., chlorides) has dramatically increased in areas with heavy snowfall in Japan. As a result, the water mixed with salts has accelerated the damage of the reinforced concrete (hereafter, RC) structures. Recently conducted inspection results of RC bridges have reported that many of the damages or deteriorations are observed at the girder ends and abutments This is caused from the water leakage due to the aged expansion joints. In general, the cost for repairing the damaged RC structures is much higher than that for renewing the expansion joints. Therefore, to prevent these damages, we developed a new highly durable jointless system, named RC plug joint, for existing RC bridges with a bridge length less than 40 meters. The RC plug joint connects the abutment's backwall to the superstructure's deck using reinforcing steel bars and fiber reinforced concrete. The newly developed RC plug joint system can prevent water leakage and allow for a smooth ride of vehicles at the joint. This paper will explore and discuss the development of the RC plug joint, analysis of conducted investigations, and future installation methods. 展开更多
关键词 Jointless system RC plug joint field investigation leakage assessment travelling performance
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