首页> 外国专利> PROCESS FOR THE PRODUCTION OF A BRIDGE GIRDER SYSTEM OF PRESTRESSED CONCRETE IN SECTIONAL CANTILEVER CONSTRUCTION

PROCESS FOR THE PRODUCTION OF A BRIDGE GIRDER SYSTEM OF PRESTRESSED CONCRETE IN SECTIONAL CANTILEVER CONSTRUCTION

机译:悬臂施工中预应力桥梁桥梁体系的生产工艺

摘要

There is disclosed a process for the production of a bridge girder system of prestressed concrete in sectional cantilever construction in which prefabricated sections comprising the whole superstructure cross-section formed as hollow boxes, are drawn tightly together in the longitudinal direction of the bridge to form a monolithically acting girder system, the process comprising the steps of arranging a plurality of bridge sections in succession in the longitudinal direction of the bridge, assembling said sections to form a set, said set of sections having been simultaneously prefabricated while separating the surfaces which are to be turned toward one another (in the subsequent incorporation of the individual sections in the bridge structure) by steel sheets, and then moving the sections into position individually so that they are held solely by means of the frictional connection produced by the prestressing between their contacting surfaces.
机译:公开了一种用于制造截面悬臂结构中的预应力混凝土的桥梁梁系统的方法,其中,包括整个上层建筑横截面的空心截面的预制部分在桥梁的纵向上紧紧地拉在一起,以形成桥墩。整体作用的梁系统,该方法包括以下步骤:沿桥的纵向连续布置多个桥段,组装所述段以形成一组,所述组的段同时被预制,同时分离了将要形成的表面。用钢板将其相互转向(随后将各个部分合并到桥结构中),然后将这些部分分别移动到适当的位置,以便仅通过接触之间的预应力产生的摩擦连接将其固定表面。

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