Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
According to the independent foundation with the high torsion resistance and the manufacturing method of the independent foundation, the torsion resistance is high, and the cost is low. The structure comprises an independent foundation, the top end of the independent foundation is connected with a support column, and the structure is characterized in that the bottom end of the independent foundation is provided with a tenon integrally connected with the independent foundation, the tenon is a cuboid, the height, the width and the position of the tenon are obtained through calculation, the length of the tenon is consistent with the side length of the independent foundation, and the side length of the tenon is consistent with the side length of the independent foundation. A foundation cushion layer is arranged below the independent foundation and the tenon; a row of load-bearing steel bars are arranged in the tenon, the load-bearing steel bars are in a U shape, two longitudinal constructional steel bars are arranged in grooves of the row of load-bearing steel bars in a penetrating mode, and the longitudinal constructional steel bars are perpendicular to the two sides of the load-bearing steel bars.
本发明提供一种抗扭能力强的独立基础及其制作方法,其抗扭能力强,且成本较低。其包括独立基础,所述独立基础顶端连接支架柱,其特征在于:所述独立基础底端设置有与所述独立基础连成整体的凸榫,所述凸榫为长方体,所述凸榫的高度、宽度和位置通过计算得到,所述凸榫的长度与所述独立基础的边长一致,所述独立基础和所述凸榫下方设有一层基础垫层;所述凸榫内设有有一排受力钢筋,所述受力钢筋为凵形,一排所述受力钢筋的槽内贯通设置有两根纵向构造钢筋,所述纵向构造钢筋与所述受力钢筋的两边垂直。
According to the independent foundation with the high torsion resistance and the manufacturing method of the independent foundation, the torsion resistance is high, and the cost is low. The structure comprises an independent foundation, the top end of the independent foundation is connected with a support column, and the structure is characterized in that the bottom end of the independent foundation is provided with a tenon integrally connected with the independent foundation, the tenon is a cuboid, the height, the width and the position of the tenon are obtained through calculation, the length of the tenon is consistent with the side length of the independent foundation, and the side length of the tenon is consistent with the side length of the independent foundation. A foundation cushion layer is arranged below the independent foundation and the tenon; a row of load-bearing steel bars are arranged in the tenon, the load-bearing steel bars are in a U shape, two longitudinal constructional steel bars are arranged in grooves of the row of load-bearing steel bars in a penetrating mode, and the longitudinal constructional steel bars are perpendicular to the two sides of the load-bearing steel bars.
本发明提供一种抗扭能力强的独立基础及其制作方法,其抗扭能力强,且成本较低。其包括独立基础,所述独立基础顶端连接支架柱,其特征在于:所述独立基础底端设置有与所述独立基础连成整体的凸榫,所述凸榫为长方体,所述凸榫的高度、宽度和位置通过计算得到,所述凸榫的长度与所述独立基础的边长一致,所述独立基础和所述凸榫下方设有一层基础垫层;所述凸榫内设有有一排受力钢筋,所述受力钢筋为凵形,一排所述受力钢筋的槽内贯通设置有两根纵向构造钢筋,所述纵向构造钢筋与所述受力钢筋的两边垂直。
Independent foundation with high torsion resistance and manufacturing method thereof
一种抗扭能力强的独立基础及其制作方法
HE GANG (Autor:in)
29.03.2024
Patent
Elektronische Ressource
Chinesisch
Europäisches Patentamt | 2020
|High-seismic-resistance foundation and construction method thereof
Europäisches Patentamt | 2024
|Prefabricated independent concrete foundation and construction method thereof
Europäisches Patentamt | 2023
|Independent foundation unit and assembly type independent foundation
Europäisches Patentamt | 2024
|