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1)  steel anchor box
钢锚箱
1.
Many long span cable-stayed bridges have been successively built in Japan,Europe and China(including Hong Kong,China) in the recent years and owing to the advantages of the clear mechanical behavior and convenient construction,the steel anchor boxes have been applied to a good number of these bridges.
钢锚箱由于受力方式明确、施工方便等优点已在多座大跨度斜拉桥中得到应用。
2.
In this paper,the different types of connections for steel anchor box in composite pylon of cable-stayed bridges are introduced.
介绍斜拉桥组合索塔中钢锚箱的连接情况,结合具体工程,建立组合索塔锚固区三维实体有限元模型,计算了不同钢锚箱连接情况下的剪力钉受力,通过对剪力钉剪力分布规律的比较,得到钢锚箱节段间全部连接而且最底部钢锚箱和混凝土上的钢垫板紧密结合,是剪力钉受力最合理的一种结构形式。
3.
For its complex configuration and large local loads,the local stresses of anchorage zone are calculated by finite element solid model and the fatigue strength of welded seams which connected steel anchor box and arch ribs is also checked.
吊杆和拱肋之间的锚固区是把桥面荷载传给拱肋的关键部位,由于锚固区构造复杂,承受较大的局部荷载,故建立锚固区的实体模型进行有限元分析,得到了锚固区局部的应力,并对钢锚箱与钢管拱肋的连接部位的焊缝进行了疲劳强度的验算。
2)  steel-anchor-box
钢锚箱
1.
It is quite important to choose right and rational finite-element model when doing 3-dimensional nonlinear analysis to steel-anchor-box at the cable-girder anchorage zone for long-span cable-stayed bridge.
在进行大跨度斜拉桥钢锚箱式索梁锚固结构空间非线性仿真分析时,有限元模型的正确与否至关重要。
2.
The structural form of concrete pylon steel-anchor-box has been applied in the anchorage zone of a large span cable-stayed bridge,because it has advantages of clear mechanical pattern and convenient construction.
混凝土索塔钢锚箱的结构形式由于其受力方式明确、施工方便等优点已开始在大跨度斜拉桥中应用。
3.
A recently developed steel-anchor-box was adopted in the cable-pylon anchorage zone of the Shanghai Yangtze River Bridge with the largest cable-force of 1127 tons.
上海长江大桥斜拉索与索塔锚固采用结构形式新颖的钢锚箱式锚固结构,最大斜拉索索力达到1127t,钢锚箱板件数量多、构造复杂,在强大索力作用下结构的受力性能值得关注。
3)  steel anchor housing
钢锚箱
1.
Construction techniques for steel anchor housings of the south channel bridge of Hangzhou Bay Sea-Crossing Bridge
杭州湾跨海大桥南航道桥钢锚箱施工技术
2.
In the stay cable anchor zones on pylons of the bridge,the steel anchor housings were used.
杭州湾跨海大桥北航道桥为双塔双索面钢箱梁斜拉桥,主塔斜拉索锚固区采用钢锚箱,主要介绍北航道桥钢锚箱施工技术。
3.
The inpressed current cathodic protection technique,construction technology of hydraulic climbing formwork,and construction technology of steel anchor housing are especially introduced.
介绍杭州湾跨海大桥南航道桥(主跨318 m单塔斜拉桥)主塔的施工,总结大跨度独塔钢箱梁斜拉桥主塔及合龙段的施工技术,重点介绍外加电流阴极防护技术、液压爬模技术以及钢锚箱安装施工技术。
4)  steel anchor box anchorage
钢锚箱锚固
5)  anchorage box
锚箱
1.
This paper introduces the manufacturing processes of two main components: the chord member with integral joints and the anchorage boxes.
针对芜湖长江大桥钢梁的工程特点 ,介绍了钢梁中的两种主要杆件———整体节点弦杆和锚箱的制造工艺 ,重点阐述了弦杆的制孔工艺和锚箱焊接变形的控制技术 ,并简要归纳了在钢梁制造中采用的几项新技术和新工
2.
Based on the self-anchored suspension bridge in Changsha, and in allusion to the novelty of its anchorage box formation and unique connection by entire welding, the mechanics performance was investigated by the spatial finite element method.
本文以长沙市三汊矶自锚式悬索桥为背景,针对锚箱构造的新颖性和全焊缝连接的独特性,运用空间有限元技术对其进行了受力性能研究。
6)  anchor housing
锚箱
1.
In this paper,through the full-scale model tests for the anchor housings of hangers of Pingsheng Bridge in Foshan,a self-anchored suspension bridge,the stress conditions,stress distribution and str.
针对佛山平胜大桥吊杆锚箱进行足尺模型试验,得到索梁锚固区的应力状态、分布和传力途径,对自锚式悬索桥锚箱设计具有一定指导意义。
2.
In this paper,the design and construction of the formwork supported on high scaffolding are presented,and the technical measures for control of the geometry of the tie beams and positions of the lower anchor housings are described as well.
鲁家峙钢管混凝土拱桥混凝土系杆梁采用支架现浇混凝土施工方法,介绍了高支架模的设计、施工,系杆梁的线形控制措施及下锚箱位置控制措施。
3.
The hanger anchoring system for the main bridge of Lhasa River Bridge is designed as a type of tensile anchor housing structure.
拉萨河特大桥主桥吊索锚固采用承拉式锚箱结构,介绍对该结构在钢管混凝土拱肋和混凝土梁内的锚固以及焊接锚箱本身进行的静动载试验,以检验其承载能力和抗疲劳性能是否满足设计要求。
补充资料:预应力锚夹具用钢
      制作预应力构件用锚夹具的钢材。每一种锚具或夹具都是由几个零件所组成。各零件由于功能要求、冷热加工方法和生产工艺不同,因而所用钢材也各不相同。目前,消耗量最大、用途最广的是中碳钢和中碳低合金钢,其中以优质碳素钢45为主。工作应力较低的零件,是以热轧圆钢直接制成;工作应力较高的零件,则常在冷加工后进行调质处理。夹持式的锚具和夹具中,与预应力筋接触的带齿零件,需要具有更高的表面硬度来提高锚、夹具的锚固性能。所以采用优质碳素钢45和弹簧钢(如65锰等)时,要求用盐液淬火后经低温回火处理;采用低碳或低碳低合金钢(如优质碳素钢15、20或20铬等)、低碳易切削钢(如易20等)时,要求表面渗碳或碳氮共渗。预应力筋强度不高、锚具效率要求不高时,也曾大量使用过铸钢(相当于中国的ZG45)。
  

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