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Method for manufacturing a prestressed composite beam (preflex beam)

机译:预应力复合梁(预弯梁)的制造方法

摘要

In the present invention, a prestressed composite beam (hereinafter, referred to as a " prestressed composite beam ") is formed by placing a concrete on a lower flange of a -Prestressed Composite Beam). The prestressing load more than the design load, which is increased by the additional load, is calculated considering the additional load required to compensate the loss stress of the concrete due to the residual stress of the I-beam. The concrete stress is lost due to the compressive stress loss of the concrete by correcting the compressive stress loss of the concrete corresponding to the tensile stress loss of the I-shaped steel due to the residual stress by introducing the flip stress. It is possible to solve problems such as beam breakage and the like, Thereby simplifying the manufacturing process of the composite beam, thereby shortening the air and reducing the construction cost.
机译:在本发明中,通过将混凝土放置在-预应力复合梁的下凸缘上来形成预应力复合梁(以下称为“预应力复合梁”)。考虑到由于工字梁的残余应力而补偿混凝土的损失应力所需的附加载荷,计算出的预应力载荷大于设计载荷(由附加载荷增加)。通过引入翻转应力,通过校正与因残余应力引起的I型钢的拉伸应力损失相对应的混凝土的压缩应力损失,来校正由于混凝土的压缩应力损失而引起的混凝土应力损失。可以解决诸如光束破裂等问题,从而简化了复合梁的制造过程,从而缩短了空气并降低了建造成本。

著录项

  • 公开/公告号KR960010181A

    专利类型

  • 公开/公告日1996-04-20

    原文格式PDF

  • 申请/专利权人 윤창진;

    申请/专利号KR19940023380

  • 发明设计人 권오근;

    申请日1994-09-15

  • 分类号B28B1/30;

  • 国家 KR

  • 入库时间 2022-08-22 03:45:22

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