首页> 外国专利> METHOD FOR PULLING UP EQUALLY THE UPPER STRUCTURE OF A BRIDGE USING A RAISING BRACKET SUPPORTING LOAD DISPERSEDLY, HAVING A DISPLACEMENT MEASURING INSTRUMENT

METHOD FOR PULLING UP EQUALLY THE UPPER STRUCTURE OF A BRIDGE USING A RAISING BRACKET SUPPORTING LOAD DISPERSEDLY, HAVING A DISPLACEMENT MEASURING INSTRUMENT

机译:一种利用提升支架分散分散地支撑载荷,具有位移测量仪器的桥梁上部结构均等地拉方法

摘要

The present invention is to install a displacement measuring device to raise the bridge upper structure with a balance when lifting the upper structure, including the bridge girders in order to increase the reinforcement of the bridge and to secure the space of the bridge more wide, Bridge top structure with a displacement measuring device to distribute the load.;The bridge upper structure load-distributing support raising brackets are provided with vertical support plates of a predetermined length, weld front and rear horizontal support plates are welded on both sides of the vertical support plate at a predetermined height away from each other, and both side surfaces of the front and rear horizontal support plates. Hydraulic triangular front and rear upper triangular supports are installed in the upper and lower triangular supports at regular intervals, and at least a plurality of steel bar supports are installed, and the hydraulic jack support horizontal beam and displacement jack are installed at the lower part of the rear horizontal support plate. The lower triangular support that installs the low beam and can support them in the lower part is welded to the lower part of the vertical support plate,;Or, install a vertical support plate of a constant length, and install a trapezoidal trapezoidal steel bar support on the upper portion of the vertical support plate at a predetermined distance to the trapezoidal steel bar support after installing a plurality of steel bar support at the bottom of the rear horizontal support plate Hydraulic jack support horizontal beam with hydraulic jack support horizontal beam and displacement measuring device is installed and the lower triangular support that can support them in the lower part is welded and installed in the lower part of vertical support plate.;After installing a plurality of load-bearing load-bearing support brackets on both sides of both sides of the bridge coping part, and connecting the upper connection fixed steel rods installed through the steel rod support of the bridge-bearing load-bearing support brackets, respectively. The upper portion of the bridge upper structure load-distributing support lift brackets are interconnected at the upper part of the bridge coping portion by fixing with nuts to the steel rod support, and the lower triangular supports of adjacent upper portion of the bridge upper structure load-distributing support lift brackets are flexurally reinforced lower connecting steel bars. After the interconnection, install the hydraulic jack support horizontal beam on the lower triangular support, install the displacement measuring device, install the hydraulic jack support horizontal beam on it, install the hydraulic jack on the rear horizontal support plate, and then equip the upper structure on it. The upper structure after the support H beam is installed in close contact with the bottom of the girder After the displacement measuring device is installed on the water equality support H beam, the hydraulic jack is gradually introduced while the lifting force is gradually introduced to the hydraulic jack, and then the repair work on the bridge or the height of the bridge is increased to increase the geometry space of the bridge.
机译:本发明是安装一种位移测量装置,以在抬起包括桥梁的上部结构时平衡地升高桥梁上部结构,以增加桥梁的加固并确保桥梁的空间更宽。桥上部结构的载荷分布支架抬高架上设有预定长度的竖向支撑板,在竖向支撑架的两侧焊接有前后焊接水平支撑板板彼此隔开预定高度,并且前后水平支撑板的两个侧面均分开。在上下三角支架上等间隔地安装液压三角前后上部三角支架,并在其下部至少安装多个钢筋支架,并在下部安装液压千斤顶支架水平梁和位移千斤顶。后部水平支撑板。可以将近梁安装在下部的下部三角形支架焊接到垂直支撑板的下部;或者,安装固定长度的垂直支撑板,然后安装梯形梯形钢筋支架在后部水平支撑板的底部安装多个钢筋支撑后,在垂直支撑板的上部与梯形钢筋支撑保持预定距离处安装液压千斤顶支撑水平梁和液压千斤顶支撑水平梁并进行位移测量安装装置后,将可在下部支撑的下部三角形支撑焊接并安装在垂直支撑板的下部。;在两侧的两侧均安装了多个承重承重支架后桥梁顶盖部分,并连接通过桥梁梁的钢棒支撑安装的上部连接固定钢棒分别承重支撑支架。桥梁上部结构载荷分配支撑升降支架的上部通过用螺母固定在钢杆支架上而在桥梁顶盖部分的上部互连,并且相邻的桥梁上部结构载荷上部的下部三角形支架相互连接-分布支撑升降支架是抗弯的下部连接钢筋。互连后,将液压千斤顶支架水平梁安装在下部三角形支架上,安装位移测量装置,在其上安装液压千斤顶支架水平梁,在后部水平支撑板上安装液压千斤顶,然后配备上部结构在上面。将支撑H型钢安装在与大梁底部紧密接触后的上部结构将位移测量装置安装在均水支撑H型梁上之后,逐步引入液压千斤顶,同时将逐渐提升的力引入液压系统。千斤顶,然后对桥进行修理或增加桥的高度以增加桥的几何空间。

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