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Installation method of large inclined flat plate embedded part
The invention relates to an installation method of a large inclined flat plate embedded part. The installation method comprises the steps that firstly, the embedded part is machined; secondly, a supporting frame is installed; thirdly, the embedded part steel plate is hoisted; and fourthly, embedded part anchor bars are welded. The supporting frame comprises a stand column, a supporting rod and an inclined strut. The stand columns are made of hot-rolled ribbed steel bars and fixed to a slope equipment foundation cushion layer, and the stand columns are arranged at the intersection points of horizontal steel bars and longitudinal steel bars of an equipment foundation steel reinforcement cage and are bound or welded for reinforcement. The stand columns are arranged in a matrix mode according to the needed laying area of the embedded parts; inclined struts are arranged between the stand columns, stability of the supporting frame body is guaranteed, the inclined struts are made of hot-rolled ribbed steel bars, one ends are fixed to the slope equipment foundation bed, and the other ends are welded to the top ends of the stand columns. The supporting rods are made of angle steel or channel steel, are arranged along the inclination direction of the integral flat plate embedded part and are firmly welded with the top ends of the stand columns. Construction is convenient and fast, operability is high, construction efficiency is high, the precision of the inclined face of the embedded part is easy to control, the supporting frame can be manufactured through on-site excess materials, and materials are saved.
本发明涉及一种大型倾斜平板预埋件的安装方法,步骤一:埋件加工;步骤二:支撑架安装;步骤三:埋件钢板吊装;步骤四:埋件锚筋焊接。支撑架包括立柱、撑杆、斜撑;立柱采用热轧带肋钢筋,固定在斜坡设备基础垫层上,立柱设置在设备基础钢筋笼水平钢筋与纵向钢筋交点出,绑扎或焊接加固;根据预埋件所需铺设的面积,矩阵式布置立柱;每根立柱间设置斜撑,保证支撑架体稳定,斜撑采用热轧带肋钢筋,一端固定在斜坡设备基础垫层上,一端与立柱顶端焊接;撑杆选用角钢或槽钢,沿整体平板埋件倾角方向通长设置,与立柱顶端焊接牢靠。本发明施工便捷,可操作性高,施工效率高,容易控制埋件倾斜面的精度,支撑架可利用现场余料制作,节省材料。
Installation method of large inclined flat plate embedded part
The invention relates to an installation method of a large inclined flat plate embedded part. The installation method comprises the steps that firstly, the embedded part is machined; secondly, a supporting frame is installed; thirdly, the embedded part steel plate is hoisted; and fourthly, embedded part anchor bars are welded. The supporting frame comprises a stand column, a supporting rod and an inclined strut. The stand columns are made of hot-rolled ribbed steel bars and fixed to a slope equipment foundation cushion layer, and the stand columns are arranged at the intersection points of horizontal steel bars and longitudinal steel bars of an equipment foundation steel reinforcement cage and are bound or welded for reinforcement. The stand columns are arranged in a matrix mode according to the needed laying area of the embedded parts; inclined struts are arranged between the stand columns, stability of the supporting frame body is guaranteed, the inclined struts are made of hot-rolled ribbed steel bars, one ends are fixed to the slope equipment foundation bed, and the other ends are welded to the top ends of the stand columns. The supporting rods are made of angle steel or channel steel, are arranged along the inclination direction of the integral flat plate embedded part and are firmly welded with the top ends of the stand columns. Construction is convenient and fast, operability is high, construction efficiency is high, the precision of the inclined face of the embedded part is easy to control, the supporting frame can be manufactured through on-site excess materials, and materials are saved.
本发明涉及一种大型倾斜平板预埋件的安装方法,步骤一:埋件加工;步骤二:支撑架安装;步骤三:埋件钢板吊装;步骤四:埋件锚筋焊接。支撑架包括立柱、撑杆、斜撑;立柱采用热轧带肋钢筋,固定在斜坡设备基础垫层上,立柱设置在设备基础钢筋笼水平钢筋与纵向钢筋交点出,绑扎或焊接加固;根据预埋件所需铺设的面积,矩阵式布置立柱;每根立柱间设置斜撑,保证支撑架体稳定,斜撑采用热轧带肋钢筋,一端固定在斜坡设备基础垫层上,一端与立柱顶端焊接;撑杆选用角钢或槽钢,沿整体平板埋件倾角方向通长设置,与立柱顶端焊接牢靠。本发明施工便捷,可操作性高,施工效率高,容易控制埋件倾斜面的精度,支撑架可利用现场余料制作,节省材料。
Installation method of large inclined flat plate embedded part
一种大型倾斜平板预埋件的安装方法
WANG TIANHU (Autor:in) / ZHANG XIAOFENG (Autor:in) / YANG GUOQIANG (Autor:in) / XU ZHICHAO (Autor:in) / SUN JIALE (Autor:in)
01.10.2024
Patent
Elektronische Ressource
Chinesisch
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