A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Reinforcing method for steel skeleton light-strength plate
The invention relates to the technical field of building and civil engineering, in particular to a reinforcing method for a steel framework light and strong plate. Step A, measuring and positioning the position of a reinforcing mesh II; step B, mounting a reinforcing mesh I; c, concrete construction is carried out, the first reinforcing mesh comprises two-way reinforcing steel bars and tie bars, each tie bar is an S-shaped reinforcing steel bar, the specific construction step of measuring and positioning the position of the second reinforcing mesh comprises the steps that the position of the second reinforcing mesh on the lower portion of the roof panel is detected through a reinforcing steel bar position detector, and main ribs are fixedly connected to the two sides of the two-way reinforcing steel bars. The upper portions of the tie bars and the first reinforcing mesh (the original reinforcing mesh) are tied, the lower portions of the tie bars and the reinforcing ribs newly added on the first reinforcing mesh are tied, then ultrahigh ductility concrete is sprayed or smeared, the tie bars are S-shaped steel bars and can be conveniently hung on the first reinforcing mesh and the second reinforcing mesh, and the reinforcing work effect of the steel skeleton light-strength plate is enhanced.
本发明涉及建筑与土木工程的技术领域，尤其是一种用于钢骨架轻强板的加固方法，其包括如下操作步骤；步骤A，测量定位钢筋网二的位置；步骤B，安装钢筋网一；步骤C，混凝土施工，所述钢筋网一包括双向钢筋和拉筋，每个所述拉筋均为S型钢筋，所述测量定位钢筋网二的位置的具体施工步骤包括：钢筋位置探测仪检测屋面板下部钢筋网二的位置，所述双向钢筋的两侧均固定连接有主肋。本发明具有拉筋的上部与钢筋网一（原钢筋网）拉结，拉筋的下部与钢筋网一上新增的加强筋拉结，再进行喷射或涂抹超高延性混凝土，拉筋为S型钢筋，方便悬挂在钢筋网一和钢筋网二上，有利于增强钢骨架轻强板的加固工作的效果。
Reinforcing method for steel skeleton light-strength plate
The invention relates to the technical field of building and civil engineering, in particular to a reinforcing method for a steel framework light and strong plate. Step A, measuring and positioning the position of a reinforcing mesh II; step B, mounting a reinforcing mesh I; c, concrete construction is carried out, the first reinforcing mesh comprises two-way reinforcing steel bars and tie bars, each tie bar is an S-shaped reinforcing steel bar, the specific construction step of measuring and positioning the position of the second reinforcing mesh comprises the steps that the position of the second reinforcing mesh on the lower portion of the roof panel is detected through a reinforcing steel bar position detector, and main ribs are fixedly connected to the two sides of the two-way reinforcing steel bars. The upper portions of the tie bars and the first reinforcing mesh (the original reinforcing mesh) are tied, the lower portions of the tie bars and the reinforcing ribs newly added on the first reinforcing mesh are tied, then ultrahigh ductility concrete is sprayed or smeared, the tie bars are S-shaped steel bars and can be conveniently hung on the first reinforcing mesh and the second reinforcing mesh, and the reinforcing work effect of the steel skeleton light-strength plate is enhanced.
本发明涉及建筑与土木工程的技术领域，尤其是一种用于钢骨架轻强板的加固方法，其包括如下操作步骤；步骤A，测量定位钢筋网二的位置；步骤B，安装钢筋网一；步骤C，混凝土施工，所述钢筋网一包括双向钢筋和拉筋，每个所述拉筋均为S型钢筋，所述测量定位钢筋网二的位置的具体施工步骤包括：钢筋位置探测仪检测屋面板下部钢筋网二的位置，所述双向钢筋的两侧均固定连接有主肋。本发明具有拉筋的上部与钢筋网一（原钢筋网）拉结，拉筋的下部与钢筋网一上新增的加强筋拉结，再进行喷射或涂抹超高延性混凝土，拉筋为S型钢筋，方便悬挂在钢筋网一和钢筋网二上，有利于增强钢骨架轻强板的加固工作的效果。
Reinforcing method for steel skeleton light-strength plate
一种用于钢骨架轻强板的加固方法
XU XINSHENG (author) / WANG ZHENDONG (author) / SUN LIANGQIANG (author) / REN WEIQIN (author) / LI ZHIJUN (author) / MENG XIAOJUAN (author) / LIU XIAOLEI (author) / WANG JIAN (author)
2024-12-03
Patent
Electronic Resource
Chinese
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