首页> 外国专利> Apparatus for reinforcing slab installing the upper and lower cover plate and fixing device of tension materials in prelexed H-type beam

Apparatus for reinforcing slab installing the upper and lower cover plate and fixing device of tension materials in prelexed H-type beam

机译:用于在H型梁中安装上,下盖板和受拉材料固定装置的平板加固装置

摘要

The invented method slab bridges, and as to apply to the slab or beam of the concrete slab using Preflex installing the upper and lower cover plates and the tendons anchoring devices in the H-shaped beam slab reinforcement devices, and this reinforced construction in order to improve aging or load-bearing capacity relates to, give soteum the H-shaped beam with a predetermined interval, the stomach and welding installation of vertical reinforcement, and is installed available the upper cover plate contact the top plate, the bottom plate is, install the lower cover plate, both ends of the H-shaped beam in contact available for the lower cover plate, the central portion by putting again prestressed after the go bit attached in a high-strength bolt making the tack welds and go root joint part completely welded and high strength bolts joining a slab reinforcement H-type beam in a bridge when installing the slab reinforcement beam H By using a steel bar after installing the pier supporting device can be hit by a pier both sides and connected to each other, alternately, the abutment support device by the use of the anchor bolt in the wall of the alternate shift the support device to form the slab reinforcement H after a fixed installation through the beam and the slab and integral with the pier or abutment support device and the slab after the reinforcing height adjustment between the H-shaped beam the slab reinforcement to install and H hyeongbim one closely with the lower surface of the slab, the anchor bolt or epoxy etc. a one after the tensile force to the anti-corrosive treatment, and a reinforcing or improving the load bearing capacity of the slab, and the tendons to form a slab reinforcement H beam at a later time to form the slab reinforcement when it is necessary to increase the reinforcing or supporting load of the bridge H beam such that tendons to the fixing device for the introduction of fixing the tendons after installation on both sides by using a tension tendons yuapjaek tensile force By introducing or install the radiator at the center DB tendons fixing device is installed on the opposite sides to introduce a tensile force.; In addition, the slab bridge or top of the held in place by a retaining nut after penetration, and the through rod anchor penetrates the slab of the through rod anchors that pass through the entire thickness of the slabs and beams of concrete structures on both side portions of the type slab reinforcement H beam to held in place by a retaining nut and filled sealing with epoxy etc. to prevent corrosion, for a slab bridge slab above a drilling drilling the asphalt formed there and filled with epoxy, the slab reinforcement H-shaped beam to the slab or beam bottom and the anchor after such that the integral with a bolt or epoxy an anti-corrosive treatment, and for the introduction of tensile force at the time of slab reinforcement H-shaped beams it is necessary to increase the reinforcing or supporting the load of the slab or beam and tendons to form the next slab reinforcement H beam by installing the tendons on both sides of the fixing device and fixing the tendons introducing a tensile force by the tension tendons yuapjaek After, or by installing a radiator at the center DB tendons fixing device is installed on both sides of a through the tendons to introduce a tensile force by the tension tendons yuapjaek.; Installation As a further example, to a slab or the increase of the reinforcing and supporting the load of the beam in the concrete to give soteum to form the H-beam with a predetermined interval, the stomach and Welding the sujikjae, in contact with soluble the upper cover plate top plate and the lower plate has, install the lower cover plate to the opposite ends is in contact available for the lower cover plate, the tack welds and the joint after the central portion is added to re-prestressed hanhue to the bond to the high-strength bolt portion of the H-shaped beam completely welded and after the bolts joining the slab reinforcement H beam produced by a fixedly installed by a supporting device for an anchor bolt can be mounted to the slab reinforcement H-shaped beams on each side wall which supports the slab or beam of the concrete slab reinforced H-type through the beam and the support device and parts of the height adjustment between the slab reinforcement beam H Install the slab reinforcement H hyeongbim of after using the anchor bolt or epoxy etc. After closely with the lower surface of the slab so that the slab and the integration of the anti-corrosive treatment, and the tendon for further type slab reinforcement H beam slab or beam after the tendons fixing device for introducing a tensile force at the time of slab reinforcement H-shaped beams it is necessary to increase the reinforcing or supporting a load by installing the slab reinforcement device provided on both sides to fix the tendons introducing a tensile force by the tendons tension yuapjaek or by installing the radiator at the center DB tendons fixing device is installed on both sides of the tensile force is introduced.
机译:本发明的方法板桥,并且通过使用Preflex在H形梁板加强装置中安装上下盖板和钢筋锚固装置,将其应用于混凝土板的板或梁,并且这种加强构造是为了与提高老化或承重能力有关,以预定的间隔给H形梁,胃和焊接装置垂直加固,并可用上盖板接触顶板,底板进行安装下盖板,H形梁的两端可用于下盖板,中央部分是通过将预钻后再次施加预应力,然后将钻头安装在高强度螺栓中,从而使大头钉焊接和完全根部焊接安装平板加固梁H时,将高强度螺栓焊接到桥上的平板加固H型梁上。可以通过墩台的两侧击打并彼此连接,或者,通过使用锚固螺栓在支座的壁上交替移动支撑装置,以在通过固定安装后形成平板钢筋H梁和楼板并与墩台或桥台支撑装置和楼板成一体后,在调整H形梁与楼板之间的加固高度后,将H横滨与楼板的下表面,地脚螺栓或环氧树脂紧密贴合拉伸后对钢板进行防腐处理,以增强或改善平板的承载能力,并在以后的筋条上形成平板钢筋H型梁,以形成平板钢筋必需增加桥H形梁的加固或支撑载荷,以便将筋条固定到固定装置上,以便在使用张力te进行两侧安装后引入固定筋条ndons yuapjaek拉力通过在散热器的中心引入或安装DB筋固定装置安装在相对的两侧以引入拉力。另外,板桥或顶部在穿透后由固定螺母固定在适当的位置,并且通杆锚固件穿透通杆锚固件的平板,该通杆锚固件贯穿板的整个厚度和两侧的混凝土结构梁板形钢筋H型梁的一部分通过固定螺母固定并用环氧树脂填充密封以防止腐蚀,对于钻在上面形成的并填充有环氧树脂的沥青的钻探上方的板形桥梁板,板形钢筋H-成型后的梁到板或梁的底部和锚固处,以使与螺栓或环氧树脂形成一体,进行防腐处理,并且在板增强H型梁时引入拉力时,有必要增加通过在固定装置的两侧安装钢筋并固定引入张力的钢筋来加强或支撑平板或梁和筋的载荷以形成下一个平板钢筋H梁之后,或通过在中央安装散热器来将DB肌腱固定装置安装在穿过肌腱的两侧,以通过张力肌腱apapekek引入张力。安装作为进一步的示例,向平板或增加混凝土中梁的加固和支撑载荷以使骨形成具有预定间隔的H型钢,并与胃接触并焊接Sujikjae,使其与可溶物接触上盖板的上盖板和下盖板都有,将下盖板的相对两端安装成可接触下盖板的位置,在中央部分添加预应力后,将点焊和接头连接起来粘接到完全焊接的H型梁的高强度螺栓部分上,并且在通过固定螺栓支撑装置固定安装的方式连接平板钢筋H梁的螺栓连接之后,可以将其安装到平板钢筋H型梁上在通过梁和支撑装置支撑混凝土平板H型板或梁的每个侧壁上以及支撑板之间的高度调节部件H平板之间的安装使用地脚螺栓或环氧树脂等后加强H hingbim。紧贴板的下表面后使板和防腐处理一体化以及用于进一步类型的平板钢筋H型梁的筋板或用于在平板型钢筋H形梁时引入拉力的筋固定装置之后的梁,需要通过安装平板型钢筋来增加加固或支撑载荷设置在两侧的固定装置用于通过引入张力来固定由肌腱张力产生的张力,或者通过在中心DB处安装散热器来将固定在两侧的肌腱安装装置引入。

著录项

  • 公开/公告号KR200317921Y1

    专利类型

  • 公开/公告日2003-06-27

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20030007964U

  • 发明设计人 노윤근;

    申请日2003-03-18

  • 分类号E01D22/00;

  • 国家 KR

  • 入库时间 2022-08-21 23:44:33

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