Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Basement outer wall hanging formwork structure and construction method thereof
The basement outer wall suspended formwork structure comprises a bottom plate and a basement outer wall vertically protruding out of the bottom plate, first formworks and second formworks are reinforced on the two sides of the basement outer wall, the first formworks abut against the corners of the basement outer wall and the bottom plate, the second formworks are arranged on the periphery of the first formworks, and the bottom plate is arranged on the bottom plate. A row of first reinforcing steel bars are welded to the reinforcing steel bars of the basement outer wall at equal intervals and are perpendicular to the reinforcing steel bars of the basement outer wall, the length of the first reinforcing steel bars is larger than the thickness of the basement outer wall, and the tops of the first reinforcing steel bars are flush with the top of the bottom plate. After the first formwork and the second formwork are reinforced through the three-section type water stop screws, concrete can be fully vibrated, and the concrete cannot overflow from lower openings of the formworks during vibration and can be pressed by the first formwork and the second formwork, so that the concrete forming quality of the basement outer wall hanging formwork can be guaranteed, construction is rapid, easy and convenient, and installation is firm and reliable; and the working efficiency is improved.
本发明公开了一种地下室外墙吊模的结构及其施工方法，包括底板以及垂直凸起于底板上的地下室外墙，地下室外墙的两侧均加固有第一模板以及第二模板，第一模板抵靠在地下室外墙与底板的拐角处，第二模板设置在第一模板的外围，地下室外墙的钢筋上等距间隔焊接有一排第一钢筋，第一钢筋垂直于地下室外墙的钢筋，第一钢筋的长度大于地下室外墙的厚度，第一钢筋的顶部与底板的顶部相平齐。本发明中第一模板以及第二模板通过三段式止水螺杆加固后，混凝土可以充分振捣，混凝土不会应为振捣从模板下口外溢，会被第一模板以及第二模板压住，这样地下室外墙吊模混凝土成型质量会得到保障，施工快速简便，安装牢固可靠，提高了工作效率。
Basement outer wall hanging formwork structure and construction method thereof
The basement outer wall suspended formwork structure comprises a bottom plate and a basement outer wall vertically protruding out of the bottom plate, first formworks and second formworks are reinforced on the two sides of the basement outer wall, the first formworks abut against the corners of the basement outer wall and the bottom plate, the second formworks are arranged on the periphery of the first formworks, and the bottom plate is arranged on the bottom plate. A row of first reinforcing steel bars are welded to the reinforcing steel bars of the basement outer wall at equal intervals and are perpendicular to the reinforcing steel bars of the basement outer wall, the length of the first reinforcing steel bars is larger than the thickness of the basement outer wall, and the tops of the first reinforcing steel bars are flush with the top of the bottom plate. After the first formwork and the second formwork are reinforced through the three-section type water stop screws, concrete can be fully vibrated, and the concrete cannot overflow from lower openings of the formworks during vibration and can be pressed by the first formwork and the second formwork, so that the concrete forming quality of the basement outer wall hanging formwork can be guaranteed, construction is rapid, easy and convenient, and installation is firm and reliable; and the working efficiency is improved.
本发明公开了一种地下室外墙吊模的结构及其施工方法，包括底板以及垂直凸起于底板上的地下室外墙，地下室外墙的两侧均加固有第一模板以及第二模板，第一模板抵靠在地下室外墙与底板的拐角处，第二模板设置在第一模板的外围，地下室外墙的钢筋上等距间隔焊接有一排第一钢筋，第一钢筋垂直于地下室外墙的钢筋，第一钢筋的长度大于地下室外墙的厚度，第一钢筋的顶部与底板的顶部相平齐。本发明中第一模板以及第二模板通过三段式止水螺杆加固后，混凝土可以充分振捣，混凝土不会应为振捣从模板下口外溢，会被第一模板以及第二模板压住，这样地下室外墙吊模混凝土成型质量会得到保障，施工快速简便，安装牢固可靠，提高了工作效率。
Basement outer wall hanging formwork structure and construction method thereof
一种地下室外墙吊模的结构及其施工方法
SU MINGSHEN (Autor:in) / DING DANGSHENG (Autor:in) / SUN PENGCHENG (Autor:in) / TAO WEIQI (Autor:in) / HUANG YIMING (Autor:in)
14.07.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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