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Method for pre-stressing a steel structure, and steel structure pre-stressed using said method

机译:钢结构预应力的方法以及使用该方法预应力的钢结构

摘要

The invention relates to a method in which at least one carbon fibre-reinforced polymer band is joined at the end regions thereof to the steel structure in a manner capable of transferring tractive force. Subsequently, in a region between said end anchorages (5), at least one lifting element (7) arranged between the carbon fibre-reinforced polymer band (4) and the steel girder (3) to be reinforced is extended substantially perpendicular to the carbon fibre-reinforced polymer band (4). This produces a tractive force tension between the end regions of the carbon-fibre-reinforced band (4). A steel structure treated in such a manner then includes at least one carbon fibre-reinforced polymer band that is joined at each end region thereof to the steel structure (1) in a manner capable of transferring tractive force. In the region between said end regions, a lifting element (7) is arranged between the carbon fibre-reinforced polymer band (4) and the steel girder (3) to be reinforced, by means of which lifting element the carbon fibre-reinforced polymer band (4) can be subjected to tensile stress by being lifted away from the steel girder (3). The tractive force is introduced into the steel girder (3) via the anchoring elements (5).
机译:本发明涉及一种方法,其中至少一个碳纤维增强的聚合物带在其端部区域以能够传递牵引力的方式连接至钢结构。随后,在所述端部固定件(5)之间的区域中,至少一个布置在碳纤维增强的聚合物带(4)和待增强的钢梁(3)之间的提升元件(7)基本垂直于碳纤维延伸。纤维增强的聚合物带(4)。这在碳纤维增强带(4)的端部区域之间产生牵引力张力。然后,以这种方式处理的钢结构包括至少一个碳纤维增强的聚合物带,该碳带在其每个端部区域以能够传递牵引力的方式连接到钢结构(1)。在所述端部区域之间的区域中,在碳纤维增强的聚合物带(4)和待加固的钢梁(3)之间布置有提升元件(7),借助碳纤维增强的聚合物通过该提升元件带(4)可以通过从钢梁(3)上抬起而承受拉应力。牵引力通过锚固元件(5)引入钢梁(3)中。

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