首页> 外国专利> APPARATUS FOR CONNECTING CONTINUOUSLY UPPER SLAB CONCRETES OF MULTI-SPAN PREFLEX COMPOSITE BRIDGE AND REPRESTRESSED PREFLEX COMPOSITE BRIDGE BY P.C STEEL WIRE P.C STEEL BAR

APPARATUS FOR CONNECTING CONTINUOUSLY UPPER SLAB CONCRETES OF MULTI-SPAN PREFLEX COMPOSITE BRIDGE AND REPRESTRESSED PREFLEX COMPOSITE BRIDGE BY P.C STEEL WIRE P.C STEEL BAR

机译:用P.C钢丝和P.C钢筋连续连接多跨度PREFLEX复合桥和再铺PREFLEX复合桥的装置

摘要

The subject innovation is then hypothesis independently on the steel I-girder with reinforced concrete or the same time PC strand or PC steel bar Beam the simple combination of the join each shift of the free flex beam or leaf Wrist rests free the flex beams of two or more span-span bridge , an upper slab of concrete in as cast-in-place so that each span is continuous, in the prior art, simple beam in each successive coupling points along the structural system to the switching to the continuous beam structural system such that each span a continuous during the construction load after the switching to the continuous beam structural system negative moment that acts on it is generated a tensile stress in the upper concrete slab. In this case typically the upper concrete slab of continuous attachment point is a crack in the concrete severely generated as a structure can not sufficiently resist the tensile stress had a structural problem in that gradual breakage.; In the present design is as shown in Figures 3 to 6 illustrate the drawing, the upper slab of concrete (3) in (continuous beam switching to the structural system old) continuous steel I-beam girders of each pair of simple bobim adjoining at the connection point for placing the after (1) depends on the support fixing portion to the upper flange (8) to pre-arranged for PC strand or PC steel bar (9) to control the initial stress of the upper slab of concrete (3) hameuroseo casting so that each span a continuous all, the tensile stress due to the negative moment of the continuous connection point P, Mr. strand or blood seed bar (9) there are no excessive tensile stresses and cracks resulting therefrom occurs top slab of concrete (3) of continuous connection point to be a burden are not or which are capable of inhibiting cracking within the allowable range is not free-span girder bridges flex synthetic blood, and said strands and f. providing a concrete upper slab continuous coupling device according to the said rod.
机译:然后,主题创新是独立地在带有钢筋混凝土的I型钢梁上进行假设,或者同时使用PC绞线或PC钢筋束,将自由弯曲梁或叶片的每一位移连接起来的简单组合,腕部释放两个自由弯曲梁一个或多个跨度跨度的桥梁,即现浇混凝土的上部平板,这样每个跨度是连续的,在现有技术中,沿结构系统的每个连续耦合点中的简单梁一直转换到连续梁结构这样的系统,使得在切换到连续梁结构系统后,在施工荷载作用下,每个跨度连续,作用于其上的负力矩在上部混凝土板上产生拉应力。在这种情况下,通常,连续附接点的上部混凝土板是混凝土中严重产生的裂缝,这是因为结构不能充分抵抗拉伸应力而导致结构性问题,即逐渐断裂。在本设计中,如图3至图6所示,该图的上部混凝土板(3)在(连续梁切换至旧结构系统)连续I型钢连续钢工字形梁中,每对简单的筒形梁都与之相邻。放置后板(1)的连接点取决于上法兰(8)的支撑固定部分,以预先安排PC绞线或PC钢筋(9)来控制混凝土(3)的上板的初始应力hameuroseo浇铸,使每个跨连续,由于连续连接点P,钢绞线先生或血苗条(9)的负力矩而产生的拉应力不会产生过多的拉应力,并且由此导致的裂缝不会出现在混凝土的顶层(3)连续连接点不负担或能够在允许范围内抑制开裂的自由跨度大梁不弯曲合成血液,并称股和f。根据所述杆,提供混凝土上板连续连接装置。

著录项

  • 公开/公告号KR200167491Y1

    专利类型

  • 公开/公告日2000-02-15

    原文格式PDF

  • 申请/专利权人 DONGYANG CONSTRUCTION CO. LTD.;KWEON OU-KEUN;

    申请/专利号KR19990017161U

  • 发明设计人 KWEON OU-KEUN;

    申请日1999-08-19

  • 分类号E01D2/02;

  • 国家 KR

  • 入库时间 2022-08-22 01:44:28

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