Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Deep beam reinforcing steel bar binding side mold skip and dislocation construction process
The invention relates to the technical field of deep beam construction, in particular to a deep beam reinforcing steel bar binding side mold skip and dislocation construction process. The process comprises the following steps of step 1, a beam bottom support and a bottom mold are installed; step 2, a side frameworks and a floor side framework are installed, a steel bar is bound, the side formwork comprises a first side formwork and a second side formwork, the first side formwork and the second side formwork are installed on the side face of a beam body in the longitudinal direction of the beam body in a staggered mode, the first side formwork is installed firstly, a hole is formed in the position where the second side formwork is installed and used for binding the steel bars, the first side formwork, the floor slab formwork and steel bar binding are conducted synchronously; step 3, the second side mold is installed; and step 4, concrete is poured after acceptance check is completed. According to the method, the first side formwork is installed firstly, then the second side formwork is installed, and the hole is reserved in the position of the second side formwork to bind the steel bars, so that installation of the first side formwork and the floor slab formwork and binding of the reinforcing steel bars can be conducted synchronously, the construction efficiency is effectively improved, and the construction period is shortened.
本发明涉及深梁施工技术领域，具体为深梁钢筋绑扎侧模跳仓错位施工工艺，包括如下步骤：步骤一：梁底支撑及底模安装；步骤二：侧模安装、楼板模板安装及钢筋绑扎：侧模包括第一侧模和第二侧模，第一侧模和第二侧模在梁体的侧面沿梁体的纵向交错安装，先安装第一侧模，在用于安装第二侧模的位置形成洞口用于绑扎钢筋，第一侧模、楼板板模及钢筋绑扎同步进行；步骤三：安装第二侧模；步骤四：验收完成后浇筑混凝土。本发明通过先安装第一侧模再安装第二侧模，在第二侧模的位置处留出洞口绑扎钢筋，使得第一侧模和楼板板模的安装、以及钢筋绑扎能够同步进行，有效提高了施工效率，缩短了施工工期。
Deep beam reinforcing steel bar binding side mold skip and dislocation construction process
The invention relates to the technical field of deep beam construction, in particular to a deep beam reinforcing steel bar binding side mold skip and dislocation construction process. The process comprises the following steps of step 1, a beam bottom support and a bottom mold are installed; step 2, a side frameworks and a floor side framework are installed, a steel bar is bound, the side formwork comprises a first side formwork and a second side formwork, the first side formwork and the second side formwork are installed on the side face of a beam body in the longitudinal direction of the beam body in a staggered mode, the first side formwork is installed firstly, a hole is formed in the position where the second side formwork is installed and used for binding the steel bars, the first side formwork, the floor slab formwork and steel bar binding are conducted synchronously; step 3, the second side mold is installed; and step 4, concrete is poured after acceptance check is completed. According to the method, the first side formwork is installed firstly, then the second side formwork is installed, and the hole is reserved in the position of the second side formwork to bind the steel bars, so that installation of the first side formwork and the floor slab formwork and binding of the reinforcing steel bars can be conducted synchronously, the construction efficiency is effectively improved, and the construction period is shortened.
本发明涉及深梁施工技术领域，具体为深梁钢筋绑扎侧模跳仓错位施工工艺，包括如下步骤：步骤一：梁底支撑及底模安装；步骤二：侧模安装、楼板模板安装及钢筋绑扎：侧模包括第一侧模和第二侧模，第一侧模和第二侧模在梁体的侧面沿梁体的纵向交错安装，先安装第一侧模，在用于安装第二侧模的位置形成洞口用于绑扎钢筋，第一侧模、楼板板模及钢筋绑扎同步进行；步骤三：安装第二侧模；步骤四：验收完成后浇筑混凝土。本发明通过先安装第一侧模再安装第二侧模，在第二侧模的位置处留出洞口绑扎钢筋，使得第一侧模和楼板板模的安装、以及钢筋绑扎能够同步进行，有效提高了施工效率，缩短了施工工期。
Deep beam reinforcing steel bar binding side mold skip and dislocation construction process
深梁钢筋绑扎侧模跳仓错位施工工艺
NIU GUANGRONG (Autor:in) / TANG QING (Autor:in) / LI CHUNYAN (Autor:in) / ZHU JIONG (Autor:in) / FANG QIHAO (Autor:in)
26.10.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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