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Precast-monolithic reinforced concrete bridge spans

机译:预制整体式钢筋混凝土桥梁跨度

摘要

The invention relates to the field of bridge construction, namely the construction of reinforced concrete and composite bridges with precast-monolithic span.; Prefabricated reinforced concrete monolithic span bridge, divided in the cross section on the team and monolithic part comprises ribs, roadway slab and planarization layer.; The novelty of the utility model is that the team portion is in the form of two or more connected to each other in the lateral direction of the span blocks, monolithic part is made of the alignment layer and the hinge region, wherein the blocks of the span are limited laterally lateral vertical walls and comprise recesses for the hinge region and bolted joints. The recesses for the hinge region are in adjacent blocks of the superstructure opposite one another on contact with the side vertical walls and upper surface of the block of the superstructure, wherein the bolt connection of adjacent blocks of the superstructure located in the zone of the recesses.; In addition, a collecting unit superstructure may comprise an external reinforcement, formed as a tray with two horizontal and disposed therebetween a convex upward portion, wherein the tray is provided with anchors, outside the body of concrete. In the area of ​​recesses for the hinge region removable anchor metal can be arranged included in the body of the alignment layer and attached to the block of the span Bolted connection. A more block superstructure may comprise tie between vertical side walls arranged at the level of locking regions.; The technical result - providing division margin of seasonal time of production and assembly of prefabricated elements monolithic construction parts and simplification of manufacturing prefabricated elements in the local environment.
机译:本发明涉及桥梁建筑领域,即钢筋混凝土和整体预制预制复合桥的建筑。预制的钢筋混凝土整体式跨度桥,在车队的横截面上分为整体式部分,整体式部分包括肋,巷道板和平坦化层。本实用新型的新颖性在于,所述组部在所述跨度块的横向方向上以两个或更多个彼此连接的形式,所述整体部分由对准层和铰链区域制成,其中,跨度是有限的横向横向垂直壁,并包括用于铰链区域和螺栓连接的凹槽。用于铰链区域的凹槽在上部结构的相邻块中彼此相对,并且与上部结构的块的侧垂直壁和上表面接触,其中上部结构的相邻块的螺栓连接位于凹槽的区域中。 。;另外,收集单元的上部结构可以包括外部加强件,其形成为具有两个水平的托盘并且布置在其间的凸出的向上部分之间,其中,在混凝土主体的外部,所述托盘设置有锚固件。在铰链区域的凹槽区域中,可以将可移动的锚定金属布置为包括在对齐层的主体中,并连接到跨度螺栓连接的块上。更大的块上部结构可以包括布置在锁定区域的水平处的垂直侧壁之间的系带。技术成果–提供了季节性生产和组装预制件整体结构部件的时间间隔,并简化了本地环境中预制件的生产。

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