A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention discloses a construction method of a dense rib beam floor system. The construction method comprises the following construction steps that S1, a supporting frame and a bottom formwork are installed; s2, binding reinforcing steel bars of the frame beam and the rib beam; s3, anti-floating fixing points are determined at the preset positions, and bottom steel bars and stirrups of the ribbed beams are bound at the anti-floating fixing points; s4, mounting a core gathering mold; s5, mounting a fixing piece shaped like a Chinese character'mi '; every two adjacent core gathering molds are connected through at least one fixing piece shaped like a Chinese character'mi ', and top steel bars in the fixing pieces shaped like the Chinese character'mi' fixedly connect the top edges of the top openings of every two adjacent core gathering mold mounting areas so that the core gathering molds located in the core gathering mold mounting areas can be limited in the height direction. The two bottom steel bars in the fixing piece shaped like the Chinese character'mi 'have supporting force for resisting the approaching of the two adjacent core gathering molds; s6, binding plate surface steel bars; s7, pouring concrete; s8, the bottom formwork is dismantled; the construction difficulty and the construction cost can be reduced, left-right sliding of the core gathering mold is overcome, and the forming effect of the core gathering mold is improved.
本发明公开了一种密肋梁楼盖施工方法，包括以下施工步骤：S1.支撑架和底模板安装；S2.框架梁、肋梁钢筋绑扎；S3.在预设位置确定抗浮固定点，并在抗浮固定点绑扎肋梁的底部钢筋和箍筋；S4.聚芯模安装；S5.安装“不”字型固定件；每两个相邻的所述聚芯模之间至少通过一个“不”字型固定件连接，“不”字型固定件中的顶部钢筋将相邻两个聚芯模安装区顶部敞口的顶缘固定连接，以使得位于聚芯模安装区内的聚芯模在高度方向被限位，“不”字型固定件中的两根底部钢筋具有抵抗相邻两个聚芯模靠近的支撑力；S6.板面钢筋绑扎；S7.混凝土浇筑；S8.底模板拆除；能够降低施工难度和施工成本，克服聚芯模的左右滑动，提高聚芯模的成型效果。
The invention discloses a construction method of a dense rib beam floor system. The construction method comprises the following construction steps that S1, a supporting frame and a bottom formwork are installed; s2, binding reinforcing steel bars of the frame beam and the rib beam; s3, anti-floating fixing points are determined at the preset positions, and bottom steel bars and stirrups of the ribbed beams are bound at the anti-floating fixing points; s4, mounting a core gathering mold; s5, mounting a fixing piece shaped like a Chinese character'mi '; every two adjacent core gathering molds are connected through at least one fixing piece shaped like a Chinese character'mi ', and top steel bars in the fixing pieces shaped like the Chinese character'mi' fixedly connect the top edges of the top openings of every two adjacent core gathering mold mounting areas so that the core gathering molds located in the core gathering mold mounting areas can be limited in the height direction. The two bottom steel bars in the fixing piece shaped like the Chinese character'mi 'have supporting force for resisting the approaching of the two adjacent core gathering molds; s6, binding plate surface steel bars; s7, pouring concrete; s8, the bottom formwork is dismantled; the construction difficulty and the construction cost can be reduced, left-right sliding of the core gathering mold is overcome, and the forming effect of the core gathering mold is improved.
本发明公开了一种密肋梁楼盖施工方法，包括以下施工步骤：S1.支撑架和底模板安装；S2.框架梁、肋梁钢筋绑扎；S3.在预设位置确定抗浮固定点，并在抗浮固定点绑扎肋梁的底部钢筋和箍筋；S4.聚芯模安装；S5.安装“不”字型固定件；每两个相邻的所述聚芯模之间至少通过一个“不”字型固定件连接，“不”字型固定件中的顶部钢筋将相邻两个聚芯模安装区顶部敞口的顶缘固定连接，以使得位于聚芯模安装区内的聚芯模在高度方向被限位，“不”字型固定件中的两根底部钢筋具有抵抗相邻两个聚芯模靠近的支撑力；S6.板面钢筋绑扎；S7.混凝土浇筑；S8.底模板拆除；能够降低施工难度和施工成本，克服聚芯模的左右滑动，提高聚芯模的成型效果。
Construction method of ribbed beam floor system
密肋梁楼盖施工方法
CHEN JUN (author)
2023-10-10
Patent
Electronic Resource
Chinese
Fabricated multi-ribbed floor system template and multi-ribbed floor system construction method
| European Patent Office | 2024
Unidirectional ribbed beam assembly type hollow floor and construction method thereof
| European Patent Office | 2024
Detachable ribbed beam support for composite floor system
| European Patent Office | 2023