首页> 外国专利> process for the manufacture of a reinforced concrete composite beams and reinforced concrete composite beams, which

process for the manufacture of a reinforced concrete composite beams and reinforced concrete composite beams, which

机译:钢筋混凝土组合梁和钢筋混凝土组合梁的制造方法,其中

摘要

A method for manufacturing a composite girder (11) comprising one or more vertical cores of steel plate, associated and cooperating with one or more horizontal slabs (13,14) or flanges of concrete. At least one of said horizontal slabs (13,14) or flanges is made from high-performance concrete in order to allow mutual forces or co-actions to be imposed between the several components of the girder which are much higher/stronger than the mutual forces/co-actions which can be imposed by means of other methods and materials. If the composite girder is at least partially manufactured at the prefabrication factory, according to the present method, the starting element will be an I girder (12) preflexed or inflexed with welded connecting means (15); the I girder (12) will be positioned on the prefabricating bench imposing such constraints as to straighten the girder, then in a suitable position steel cables (16) are installed prestressed between external anchoring points (17), and the concrete casting is carried out in a flange (13) in which said cables (16) are associated with high-performance concrete. According to the method of the present invention, after setting is complete, the auxiliary constraints are cut and removed. In such a way, the by now set concrete, by being integral with the iron girder (12) thanks to the iron reinforcer elements and welded connecting means (15) and with the cables (16) by adhesion, causes the several components to mechanically cooperate and the composite beam to be endowed with much better characteristics than of the girders known from the prior art.
机译:一种用于制造复合梁(11)的方法,该复合梁包括一个或多个钢板的垂直芯,并与一个或多个水平平板(13,14)或混凝土凸缘配合并配合。所述水平平板(13,14)或凸缘中的至少一个由高性能混凝土制成,以便允许在梁的多个部件之间施加比彼此高得多/强得多的互作用力或共同作用。可以通过其他方法和材料施加的力/共同作用。如果复合梁至少部分地在预制工厂制造,则根据本方法,起始元件将是预弯曲或不弯曲的I形梁(12),该I形梁(12)具有焊接的连接装置(15)。将I梁(12)放置在预制工作台上,施加拉直梁的约束,然后在合适的位置将钢缆(16)预应力安装在外部锚固点(17)之间,并进行混凝土浇筑在法兰(13)中,所述电缆(16)与高性能混凝土相连。根据本发明的方法,在设置完成之后,辅助约束被切除并去除。这样,由于铁加固元件和焊接的连接装置(15)与电缆(16)的粘结,现在与混凝土梁(12)成为一体的凝结混凝土使多个组件机械地与现有技术中已知的大梁相配合,复合梁具有更好的特性。

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号