首页> 外国专利> Construction of Prestressed Composite Beams to Eliminate Point Elevation and Falling Process During Construction of Continuous Composite Structure

Construction of Prestressed Composite Beams to Eliminate Point Elevation and Falling Process During Construction of Continuous Composite Structure

机译:预应力组合梁的施工以消除连续组合结构施工过程中的高程和跌落过程

摘要

The present invention can overcome the structural and functional defects due to the expansion joints and eliminate the expansion joints that are inevitably installed in the construction of the single-span prestressed composite structure constructed so far, And also to manufacture a new type of prestressed composite beam capable of greatly reducing the material. Further, in order to improve the difficulty of conveying and handling occurring when the length of the prestressed composite beam is made long, the composite beams can be divided and manufactured. The divided segments can be assembled, And a prestressed composite beam for inter-sideways interposition are successively integrated on a point. In order to achieve this purpose, a prestressing method corresponding to the tensile stress generated in the upper flange due to the moments of the inner flank due to dead load and live load in the continuous beam structure should be adopted. The method of constructing the continuous prestressed composite structure of the present invention has a complicated process such as rising and falling of a point and a problem of fixed end treatment in a manufacturing process. However, the final goal of the present invention is to solve the problem of the fixed end installation in the manufacturing process and to integrate the connecting portion between the continuous gait prestressing composite bobbles separated and manufactured in a short span without a complicated process of ascending and descending of the fulcrum portion. Accordingly, the problems of the expansion joint generated in the existing prestressed composite building structure are completely eliminated, and a construction method with high fatigue strength and high vibration resistance and favorable deflection is provided. It is a further object of the present invention to provide a method and apparatus for continuously reducing the maximum bending moment in the span due to its own weight and live load by significantly reducing the pre- And to provide a new prestressed continuous composite structure having an economic and safe cross section by introducing a split manufacturing method which is advantageous for handling.
机译:本发明可以克服因伸缩缝引起的结构和功能上的缺陷,并消除了迄今不可避免的单跨预应力复合结构施工中不可避免安装的伸缩缝,并可以制造新型的预应力复合梁。能够大大减少材料。此外,为了提高当将预应力复合梁的长度加长时发生的输送和处理的困难,可以对复合梁进行分割和制造。可以组装分割的节段,并且将用于侧向插入的预应力复合梁依次集成在一个点上。为了达到这个目的,应采用一种预应力方法,该方法对应于连续梁结构中由于静载荷和活载荷而引起的内翼弯矩在上凸缘产生的拉伸应力。本发明的连续预应力复合结构体的制造方法具有复杂的工艺,例如,点的上升和下降以及制造过程中的固定末端处理的问题。然而,本发明的最终目的是解决在制造过程中固定端部安装的问题,并使在短时间内分离并制造的连续步态预应力复合气泡之间的连接部分一体化,而无需复杂的上升和下降过程。支点部分的下降。因此,完全消除了在现有的预应力复合建筑结构中产生的伸缩缝的问题,并且提供了一种具有高疲劳强度,高抗振性和良好挠曲性的施工方法。本发明的又一个目的是提供一种方法和设备,通过显着减小预应力来连续减小跨度中由于其自身重量和活荷载而引起的最大弯矩,并提供一种具有预应力的新型预应力连续复合结构。通过引入有利于处理的分体式制造方法,实现经济,安全的横截面。

著录项

  • 公开/公告号KR970059432A

    专利类型

  • 公开/公告日1997-08-12

    原文格式PDF

  • 申请/专利权人 박후근;구민세;

    申请/专利号KR19960000470

  • 发明设计人 구민세;

    申请日1996-01-12

  • 分类号E04C3/26;

  • 国家 KR

  • 入库时间 2022-08-22 03:16:25

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